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Słowa kluczowe Ductile iron Thin wall Wheel rim

Abstrakt

The paper discusses the reasons for the current trend of substituting ductile iron castings by aluminum alloys castings. However, it has been shown that ductile iron is superior to aluminum alloys in many applications. In particular it has been demonstrated that is possible to produce thin wall wheel rim made of ductile iron without the development of chills, cold laps or misruns. In addition it has been shown that thin wall wheel rim made of ductile iron can have the same weight, and better mechanical properties, than their substitutes made of aluminum alloys.

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Autorzy i Afiliacje

M. Górny
E. Fraś
W. Kapturkiewicz

Abstrakt

The paper presents results of metallographic examination of faults occurring in the course of founding thin-walled cast-iron castings in

furan resin sand molds. A non-conformance of the scab type was Observed on surface of the casting as well as sand buckles and cold

shots. Studied the chemical composition by means of a scanning electron microscope in a region of casting defects: microanalysis point

and microanalysis surface. Around the observed defects discloses high concentration of oxides of iron, manganese and silicon.

A computer simulation of the casting process has been carried out with the objective to establish the cause of occurrence of cold shots on

casting surface. The simulation was carried out with the use of NovaFlow & Solid program. We analyzed the flowing metal in the mold

cavity. The main reason for the occurrence of casting defects on the surface of the casting was gating system, which caused turbulent flow

of metal with a distinctive splash stream of liquid alloy.

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Autorzy i Afiliacje

A.W. Orłowicz
A. Trytek
M. Tupaj
M. Mróz
O. Markowska
G. Bąk
T. Abram

Abstrakt

The paper is a presentation of a study on issues concerning degradation of protective paint coat having an adverse impact on aesthetic

qualities of thin-walled cast-iron castings fabricated in furan resin sand. Microscopic examination and microanalyses of chemistry

indicated that under the coat of paint covering the surface of a thin-walled casting, layers of oxides could be found presence of which can

be most probably attributed to careless cleaning of the casting surface before the paint application process, as well as corrosion pits

evidencing existence of damp residues under the paint layers contributing to creation of corrosion micro-cells

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Autorzy i Afiliacje

A. Trytek
M. Tupaj
M. Mróz
A.W. Orłowicz
G. Bąk
T. Abram

Abstrakt

The excellent property combination of thin wall ductile iron castings (TWDI), including thin wall alloyed cast iron (e.g. austenitic TWDI) has opened new horizons for cast iron to replace steel castings and forgings in many engineering applications with considerable cost benefits. TWDI is considered as a potential material for the preparation of light castings with good mechanical and utility properties, the cost of which is relatively low. In this study, unalloyed and high Ni-alloyed (25% Ni) spheroidal graphite cast iron, with an austenitic metallic matrix were investigated. The research was conducted for thin-walled iron castings with 2, 3 and 5mm wall thickness, using different mould temperature (20°C, and 160°C) to achieve various cooling rates. The metallographic examinations i.e. characteristic of graphite nodules, metallic matrix, and primary grains of austenite dendrites (in high-nickel NTWDI) and mechanical properties were investigated. The study shows that homogeneity of the casting structure of thin-walled castings varies when changing the wall thickness and mould temperature. Finally, mechanical properties of thin-walled ductile iron castings with ferritic-pearlitic and austenitic metallic matrix have been shown.

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Autorzy i Afiliacje

M. Górny
M. Kawalec
G. Witek
A. Rejek

Abstrakt

The flow of the investigated fluid in a measuring system of a rheometer – a capillary or a slit between rotating parts – may be disturbed by anisotropic behavior of the fluid near the wall. This phenomenon, so-called wall slip, often takes place in concentrated suspensions and solutions of linear polymers and introduces experimental errors to measurement results. There are methods of correction of these errors in the case of capillary and coaxial cylinders measuring systems. In the cone and plate system the correction seems to be more difficult because the width of the gap between cone and plate changes along the radius and thus the influence of the wall slip on the shear stress varies along the radius in an unpredictable and complicated manner. This dependency of the shear stress on the distance from the axis underlies the presented method of correction of experimental results obtained in the cone and plate system. The method requires several series of measurements of shear stress vs. shear rate performed using one measuring set, at various degrees of filling the gap.

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Autorzy i Afiliacje

Tomasz Kiljański

Abstrakt

The main aim of the study is an assessment of models suitability for steel beams made of thin-walled cold-formed sigma profiles with respect to different numerical descriptions used in buckling analysis. The analyses are carried out for the sigma profile beam with the height of 140 mm and the span of 2.20 m. The Finite Element (FE) numerical models are developed in the Abaqus program. The boundary conditions are introduced in the formof the so-called fork support with the use of displacement limitations. The beams are discretized using S4R shell finite elements with S4R linear and S8R quadratic shape functions. Local and global instability behaviour is investigated using linear buckling analysis and the models are verified by the comparison with theoretical critical bending moment obtained from the analytical formulae based on the Vlasow beam theory of the thin-walled elements. In addition, the engineering analysis of buckling is carried out for a simple shell (plate) model of the separated cross-section flange wall using the Boundary Element Method (BEM). Special attention was paid to critical bending moment calculated on the basis of the Vlasov beam theory, which does not take into account the loss of local stability or contour deformation. Numerical shell FE models are investigated, which enable a multimodal buckling analysis taking into account interactive buckling. The eigenvalues and shape of first three buckling modes for selected numerical models are calculated but the values of critical bending moments are identified basing on the eigenvalue obtained for the first buckling mode.
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Autorzy i Afiliacje

Katarzyna Rzeszut
1
ORCID: ORCID
Ilona Szewczak
2
ORCID: ORCID
Patryk Różyło
3
ORCID: ORCID
Michał Guminiak
4
ORCID: ORCID

  1. Poznan University of Technology, Institute of Building Engineering, Marii Skłodowskiej-Curie 5, 60-965 Poznan
  2. Lublin University of Technology, Faculty of Civil Engineering and Architecture, ul. Nadbystrzycka 38D,20–618 Lublin, Poland
  3. Lublin University of Technology, Faculty of Mechanical Engineering, ul. Nadbystrzycka 38 D, 20–618 Lublin, Poland
  4. Poznan University of Technology, Institute of Structural Analysis, Marii Skłodowskiej-Curie 5, 60-965 Poznan, Poland

Abstrakt

The authors present a numerical study of a start-up of a boiler with a thick-walled element subjected to thermomechanical loading. The significance of calculations of real heat transfer coefficients has been demonstrated. Fluid dynamics, mechanical transient thermal and static structural calculations have been conducted in both separate and coupled modes. Strain-stress analyses prove that the effect of the heat transfer coefficient changing in time and place in comparison with a constant one as recommended by standards is the key factor of fatigue calculations.

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Autorzy i Afiliacje

Krzysztof Wacławiak
Jerzy Okrajni
Pobierz PDF Pobierz RIS Pobierz Bibtex

Abstrakt

The aim of this study was to determine how the change of glass laminate fibres to flax fibres will affect the stability of thin-walled angle columns. Numerical analyses were conducted by the finite element method. Short L-shaped columns with different configurations of reinforcing fibres and geometric parameters were tested. The axially compressed structures were simply supported on both ends. The lowest two bifurcation loads and their corresponding eigenmodes were determined. Several configurations of unidirectional fibre arrangement were tested. Moreover, the influence of a flange width change by ±100% and a column length change by ±33% on the bifurcation load of the compressed structure was determined. It was found that glass laminate could be successfully replaced with a bio-laminate with flax fibres. Similar results were obtained for both materials. For the same configuration of fibre arrangement, the flax laminate showed a lower sensitivity to the change in flange width than the glass material. However, the flax laminate column showed a greater sensitivity to changes in length than the glass laminate one. In a follow-up study, selected configurations will be tested experimentally.
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Bibliografia

[1] S.V. Joshi, L.T. Drzal, A.K Mohanty, and S. Arora. Are natural fiber composites environmentally superior to glass fiber reinforced composites? Composites Part A: Applied Science and Manufacturing, 35(3):371–376, 2004. doi: 10.1016/j.compositesa.2003.09.016.
[2] P. Wambua, J. Ivens .and I.Verpoest. Natural fibers: can they replace glass in fiber reinforced plastics? Composites Science and Technology, 63(9):1259–1264, 2003. doi: 10.1016/S0266-3538(03)00096-4.
[3] D.B. Dittenber and H.V.S. GangaRao. Critical review of recent publications on use of natural composites in infrastructure. Composites Part A: Applied Science and Manufacturing, 43(8):1419–1429, 2012. doi: 10.1016/j.compositesa.2011.11.019.
[4] A. Stamboulis, C.A. Baillie, and T. Peijs. Effects of environmental conditions on mechanical and physical properties of flax fibers. Composites Part A: Applied Science and Manufacturing, 32(8):1105–1115, 2001. doi: 10.1016/S1359-835X(01)00032-X.
[5] L. Pil, F. Bensadoun, J. Pariset, and I. Verpoest. Why are designers fascinated by flax and hemp fiber composites? Composites Part A: Applied Science and Manufacturing, 83:193–205, 2016. doi: 10.1016/j.compositesa.2015.11.004.
[6] H.Y. Cheung, M.P. Ho, K.T. Lau, F. Cardona, And D. Hui. Natural fiber-reinforced composites for bioengineering and environmental engineering applications. Composites Part B: Engineering, 40(7):655–663, 2009. doi: 10.1016/j.compositesb.2009.04.014.
[7] M.I. Misnon, Md M. Islam, J.A. Epaarachchi, and K.T. Lau. Potentiality of utilising natural textile materials for engineering composites applications. Materials & Design, 59:359–368, 2014. doi: 10.1016/j.matdes.2014.03.022.
[8] T. Gurunathan, S. Mohanty, and S.K. Nayak. A review of the recent developments in biocomposites based on natural fibers and their application perspectives. Composites Part A: Applied Science and Manufacturing, 77:1–25, 2015. doi: 10.1016/j.compositesa.2015.06.007.
[9] H.L. Bos, M.J.A. Van Den Oever, and O.C.J.J. Peters. Tensile and compressive properties of flax fibers for natural fiber reinforced composites. Journal of Materials Science, 37:1683–1692, 2002. doi: 10.1023/A:1014925621252.
[10] C. Baley. Analysis of the flax fibers tensile behavior and analysis of the tensile stiffness increase. Composites Part A: Applied Science and Manufacturing, 33(7):939–948, 2002. doi: 10.1016/S1359-835X(02)00040-4.
[11] C. Baley, M. Gomina, J. Breard, A. Bourmaud, and P. Davies. Variability of mechanical properties of flax fibers for composite reinforcement. A review. Industrial Crops and Products, 145:111984, 2020. doi: 10.1016/j.indcrop.2019.111984.
[12] I. El Sawi, H. Bougherara, R. Zitoune, and Z. Fawaz. Influence of the manufacturing process on the mechanical properties of flax/epoxy composites. J ournal of Biobased Materials and Bioenergy, 8(1):69–76, 2014. doi: 10.1166/jbmb.2014.1410.
[13] K. Strohrmann and M. Hajek. Bilinear approach to tensile properties of flax composites in finite element analyses. Journal of Materials Science, 54:1409–1421, 2019. doi: 10.1007/s10853-018-2912-1.
[14] Z. Mahboob, Y. Chemisky, F. Meraghni, and H. Bougherara. Mesoscale modelling of tensile response and damage evolution in natural fiber reinforced laminates. Composites Part B: Engineering, 119:168–183, 2017. doi: 10.1016/j.compositesb.2017.03.018.
[15] Z. Mahboob, I. El Sawi, R. Zdera, Z. Fawaz, and H. Bougherara. Tensile and compressive damaged response in Flax fiber reinforced epoxy composites. Composites Part A: Applied Science and Manufacturing, 92:118–133, 2017. doi: 10.1016/j.compositesa.2016.11.007.
[16] C. Nicolinco, Z. Mahboob, Y. Chemisky, F. Meraghni, D. Oguamanam, and H. Bougherara. Prediction of the compressive damage response of flax-reinforced laminates using a mesoscale framework. Composites Part A: Applied Science and Manufacturing, 140:106153, 2021. doi: 10.1016/j.compositesa.2020.106153.
[17] R.T. Durai Prabhakaran, H. Teftegaard, C.M. Markussen, and B. Madsen. Experimental and theoretical assessment of flexural properties of hybrid natural fiber composites. Acta Mechanica, 225:2775–2782, 2014. doi: 10.1007/s00707-014-1210-5.
[18] M. Fehri, A. Vivet, F. Dammak, M. Haddar, and C. Keller. A characterization of the damage process under buckling load in composite reinforced by flax fibers. Journal of Composites Science, 4(3):85, 2020. doi: 10.3390/jcs4030085.
[19] V. Gopalan, V. Suthenthiraveerappa, J.S. David, J. Subramanian,A.R. Annamalai, and C.P. Jen. Experimental and numerical analyses on the buckling characteristics of woven flax/epoxy laminated composite plate under axial compression. Polymers, 13(7):995, 2021. doi: 10.3390/polym13070995.
[20] J. Gawryluk and A. Teter. Experimental-numerical studies on the first-ply failure analysis of real, thin-walled laminated angle columns subjected to uniform shortening. Composite Structures, 269:114046, 2021. doi: 10.1016/j.compstruct.2021.114046.
[21] J. Gawryluk. Impact of boundary conditions on the behavior of thin-walled laminated angle column under uniform shortening. Materials, 14(11):2732, 2021. doi: 10.3390/ma14112732.
[22] J. Gawryluk. Post-buckling and limit states of a thin-walled laminated angle column under uniform shortening. Engineering Failure Analysis, 139:106485, 2022. doi: 10.1016/j.engfailanal.2022.106485.
[23] ABAQUS 2020 HTML Documentation, DassaultSystemes.
[24] T. Kubiak and L. Kaczmarek, Estimation of load-carrying capacity for thin-walled composite beams. Composite Structures, 119:749–756, 2015. doi: 10.1016/j.compstruct.2014.09.059.
[25] T. Kubiak, S. Samborski, and A. Teter. Experimental investigation of failure process in compressed channel-section GFRP laminate columns assisted with the acoustic emission method. Composite Structures, 133:921–929, 2015. doi: 10.1016/j.compstruct.2015.08.023.
[26] M. Urbaniak, A. Teter, and T. Kubiak. Influence of boundary conditions on the critical and failure load in the GFPR channel cross-section columns subjected to compression. Composite Structures, 134:199–208, 2015. doi: 10.1016/j.compstruct.2015.08.076.
[27] A. Teter and Z. Kolakowski. On using load-axial shortening plots to determine the approximate buckling load of short, real angle columns under compression. Composite Structures, 212:175–183, 2019. doi: 10.1016/j.compstruct.2019.01.009.
[28] A. Teter, Z. Kolakowski, and J. Jankowski. How to determine a value of the bifurcation shortening of real thin-walled laminated columns subjected to uniform compression? Composite Structures, 247, 12430, 2020 doi: 10.1016/j.compstruct.2020.112430.
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Autorzy i Afiliacje

Jarosław Gawryluk
1
ORCID: ORCID

  1. Department of Applied Mechanics, Faculty of Mechanical Engineering, Lublin University of Technology, Lublin, Poland

Abstrakt

Artykuł jest formą sprawozdania z prac remontowych o charakterze konserwatorskim prowadzonych w obrębie murów wewnętrznych przyziemia Zamku w Kórniku. Kluczowym elementem tych prac jest odsalanie ścian piwnic. Nadmierna ilość soli jest wynikiem szeregu działań podejmowanych w końcu XIX i na początku XX wieku, których celem było ratowanie zabytku przed katastrofą. Najbardziej spektakularnym zabiegiem prowadzącym do stabilizacji budowli okazała się cebertyzacja (zeskalanie gruntu) przeprowadzona na początku lat 50. XX wieku. Produktem ubocznym tej operacji są ogromne ilość szkodliwych soli, które, przenikając z gruntu w mury zamku, prowadzą do ich stopniowej destrukcji.
Ze względu na postępującą degradację ścian we wnętrzach zamkowych piwnic od 2012 roku podjęto czynności prowadzące do eliminacji podwyższonego poziomu zawilgocenia oraz zawartych w murach szkodliwych soli. Po przeprowadzonych pracach stabilizujących poziom wilgotności następnym etapem, obecnie realizowanym, jest proces odsalania, czyli wyprowadzania soli ze struktury murów. Do tego celu wykorzystuje się specjalne kompresy nakładane na powierzchnię zasolonych ścian piwnic.
Skala obiektu oraz stopień skomplikowania samego odsalania ze względu na wielkość i niejednorodność murów przyziemia narzuciły konieczność określenia odpowiednich zakresów czynności i przypisania ich indywidualnie dla każdej ze ścian w poszczególnych pomieszczeniach piwnic. W ciągu roku, w trzech etapach, udało się pokryć pierwszym kompresem większość powierzchni murów. Przyjęta do realizacji metoda odsalania nie daje natychmiastowych efektów, a możliwość oceny ostatecznych rezultatów odsunięta jest w czasie.
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Autorzy i Afiliacje

Katarzyna Wypych
1
ORCID: ORCID

  1. Biblioteka Kórnicka
Pobierz PDF Pobierz RIS Pobierz Bibtex

Abstrakt

The aim of this research was to model the performances of energy and exergy on a Trombe wall system to enable an adequate thermal comfort. The main equations for the heat transfer mechanisms were developed from energy balances on subcomponents of the Trombe wall with the specification of the applicable initial and boundary conditions. During the incorporation of the PCM on the Trombe wall, the micro-encapsulation approach was adopted for better energy conservation and elimination of leakage for several cycling of the PCM. The charging and discharging of the PCM were equally accommodated and incorporated in the simulation program. The results of the study show that an enhanced energy storage could be achieved from solar radiation using PCM-augmented system to achieve thermal comfort in building envelope. In addition, the results correspond with those obtained from comparative studies of concrete-based and fired-brick augmented PCM Trombe wall systems, even though a higher insolation was used in the previous study.
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Bibliografia

[1] I. Blasco Lucas, L. Hoesé, and D. Pontoriero. Experimental study of passive systems thermal performance. Renewable Energy, 19(1-2):39–45, 2000. doi: 10.1016/S0960-1481(99)00013-0.
[2] A. Mastrucci. Experimental and Numerical Study on Solar Walls for Energy Saving, Thermal Comfort and Sustainability of Residential Buildings. Ph.D. Thesis, University Politecnica delle Marche, Italy, 2013.
[3] A. Chel, J.K. Nayak, and G. Kaushik. Energy conservation in honey storage building using Trombe wall. Energy and Building, 40(9):1643–1650, 2008. doi: 10.1016/j.enbuild.2008.02.019.
[4] L. Zalewski, A. Joulin, S. Lassue, Y. Dutil, and D. Rousse. Experimental study of small-scale solar wall integrating phase change material. Solar Energy, 86(1):208–219, 2012. doi: 10.1016/j.solener.2011.09.026.
[5] C.M. Lai and C.M. Chiang. How phase change materials affect thermal performance: hollow bricks. Building Research & Information, 34(2):118–130, 2011. doi: 10.1080/09613210500493197.
[6] K. Sankaranarayanan, H.J. van der Kooi, and J. de Swaan Arons. Efficiency and Sustainability in the Energy and Chemical Industries. Scientific Principles and Case Studies. CRC Press, Boca Raton, 2010. doi: 10.1201/EBK1439814703.
[7] F. Kuznik and J. Virgone. Experimental assessment of a phase change material for wall building use. Applied Energy, 86(10):2038–2046, 2009. doi: 10.1016/j.apenergy.2009.01.004.
[8] D. Feldman, M.M. Shapiro, D. Banu, and C.J. Fuks. Fatty acids and their mixtures as phase-change materials for thermal energy storage. Solar Energy Materials, 18(3-4):201–216, 1989. doi: 10.1016/0165-1633(89)90054-3.
[9] W.I. Okonkwo and C.O. Akubuo. Trombe wall system for poultry brooding. International Journal of Poultry Science, 6(2):125–130, 2007. doi: 10.3923/ijps.2007.125.130.
[10] L. Cao, F. Tang, and G. Fang. Synthesis and characterization of microencapsulated paraffin with titanium dioxide shell as shape-stabilized thermal energy storage materials in buildings. Energy and Buildings, 72:31–37, 2014. doi: 10.1016/j.enbuild.2013.12.028.
[11] F. Abbassi and L. Dehmani. Experimental and numerical study on thermal performance of an unvented Trombe wall associated with internal thermal fins. Energy and Buildings, 105:119–128, 2015. doi: 10.1016/j.enbuild.2015.07.042.
[12] M.J. Huang, P.C. Eames, and N. J. Hewitt. The application of a validated numerical model to predict the energy conservation potential of using phase change materials in the fabric of a building. Solar Energy Materials and Solar Cells, 90(13):1951–1960, 2006. doi: 10.1016/j.solmat.2006.02.002.
[13] S.A. Ajah, B.O. Ezurike, and H.O. Njoku. A comparative study of energy and exergy performances of a PCM-augmented cement and fired-brick Trombe wall systems. International Journal of Ambient Energy, 1–18, 2020. doi: 10.1080/01430750.2020.1718753.
[14] H.O. Njoku, B.E. Agashi, and S.O. Onyegegbu. A numerical study to predict the energy and exergy performances of a salinity gradient solar pond with thermal extraction. Solar Energy, 157:744–761, 2017. doi: 10.1016/j.solener.2017.08.079.
[15] C. Ji, Z. Qin, S. Dubey, F.H. Choo, and F. Duan. Three-dimensional transient numerical study on latent heat thermal storage for waste heat recovery from a low temperature gas flow. Applied Energy, 205:1–12, 2017. doi: 10.1016/j.apenergy.2017.07.101.
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Autorzy i Afiliacje

Benjamin O. Ezurike
1
ORCID: ORCID
Stephen A. Ajah
1
ORCID: ORCID
Uchenna Nwokenkwo
1
ORCID: ORCID
Chukwunenye A. Okoronkwo
1
ORCID: ORCID

  1. Department of Mechanical/Mechatronics Engineering, Alex Ekwueme Federal University Ndufu-Alike, Nigeria

Abstrakt

The study is devoted to a parametric analysis of the stability and load carrying capacity of prismatic segment shells built of rectangular sections of cylindrical shells and subjected to compression. Segment shells (columns) with a constant crosssectional area (weight) have been analysed and all the results obtained have been compared with the results obtained for the cylindrical shell with a radius R and a thickness c; First, an influence of geometrical parameters of the cross-section of single-layer isotropic shells has been analysed and such profiles have been sought for which the load carrying capacity is significantly higher than in the case of the cylindrical shell. Then, for a selected shape of the shell (apart from higher load carrying capacity, this choice could be influenced by other factors such as, e.g. easiness of manufacturing), an effect of the arrangement and thickness of orthotropic layers of the shell (laminate) on the stability and load carrying capacity has been investigated. The analysis has shown that one can design a segment shell made of the same orthotropic material and characterised by higher resistance to buckling and load carrying capacity than a single-layer cylindrical orthotropic shell. The results are depicted in the form of plots.
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Autorzy i Afiliacje

Marian Królak
Zbigniew Kolakowski
Tomasz Kubiak
ORCID: ORCID

Abstrakt

The objective of this study is to assess the impact of utilizing a BW (Buttress wall) to control the deflection of a diaphragm wall in colluvial soil conditions in Vietnam. The physical and mechanical properties of the colluvial layers are evaluated using data closely monitored during a specific project, serving as validation for 3D numerical simulations utilizing the Hardening Soil Model. The analysis results closely match the field monitoring data, which has tested the accuracy of the simulation model. This forms the basis for further investigations into the dimensional parameters of BW walls, including length, thickness, and spacing between them. The results obtained from the parametric study demonstrate that altering the wall length and spacing between BWwalls significantly limits the deflection of the diaphragm wall, while changes in thickness have a negligible effect. Through the 3D numerical simulations, a linear relationship between the maximum wall deflection and parameters such as wall length and spacing between BW walls has been established.
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Autorzy i Afiliacje

Luc Manh Bui
1
ORCID: ORCID
Li Wu
2
ORCID: ORCID
Minh Ngoc Do
3
Yao Cheng
4
ORCID: ORCID
Dao Jun Dong
2
ORCID: ORCID

  1. Faculty of Engineering, China University of Geosciences (Wuhan), No. 388 Lumo Road, Wuhan 430074, Hubei, China
  2. Doctoral supervisor, Faculty of Engineering, China University of Geosciences (Wuhan), No. 388 Lumo Road, Wuhan 430074, Hubei, China
  3. Department of Geotechnical Engineering, Civil Engineering Faculty, University of Transport Technology, No. 54 Trieukhuc Road, Hanoi, Vietnam
  4. Doctoral supervisor, Faculty of Engineering, China University of Geosciences (Wuhan), No. 388 Lumo Road,Wuhan 430074, Hubei, China
Pobierz PDF Pobierz RIS Pobierz Bibtex

Abstrakt

In Poland, in recent years, there has been a rapid accumulation of sewage sludge – a by-product in the treatment of urban wastewater. This has come about as a result of infrastructure renewal, specifically, the construction of modern sewage treatment plants. The more stringent regulations and strategic goals adopted for modern sewage management have necessitated the application of modern engineering methodology for the disposal of sewage sludge. One approach is incineration. As a consequence, the amount of fly ash resulting from the thermal treatment of municipal sewage sludge has grown significantly. Hence, intensive work is in progress for environmentally safe management of this type of waste. The aim of the experiment was to evaluate the possibility of using the fly ash that results from municipal sewage sludge thermal treatment (SSTT) as an additive to hardening slurries. The article presents the technological and functional parameters of hardening slurries with an addition of fly ash obtained by SSTT. Moreover, the usefulness of these slurries is analyzed on the basis of their basic properties, i.e., density, contractual viscosity, water separation, structural strength, volumetric density, hydraulic conductivity, compressive and tensile strength. The research on technological and functional properties was carried out, the aim of which was to determine the practical usefulness of the hardening slurries used in the experiment. Subsequently, leaching tests were performed for heavy metals in the components, the structure of the hardening slurries. An experiment showed leaching of hazardous compounds at a level allowing their practical application. The article presents the potential uses of fly ash from SSTT in hardening slurry technology.
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Bibliografia

  1. Asavapisit, S., Naksrichum, S. & Harnwajanawong, N. (2005). Strength, lechability, and microstructure characteristics of cement-based solidified plating sludge. Cement and Concrete Research 35, pp. 1042–1049.
  2. Batchelor, B. (2006). Overview of waste stabilization with cement. Waste Management 26, pp. 689–698.
  3. Bobrowski, A., Gawlicki, M. & Małolepszy, J. (1997). Analytical Evaluation of Immobilization of Heavy Metals in Cement Matrices, Environmental Science & Technology, 31, 3, pp. 745-749.
  4. Chang, F.C., Lin, J.D., Tsai, C.C. & Wang, K.S. (2010). Study on cement mortar and concrete made with sewage sludge ash. Water Science and Technology, 62, 7, pp. 1689-1693, 2010.
  5. Chiang, K. Y., Chou, P. H., Hua, C. R., Chien, K. L. & Cheeseman, C. (2009). Lightweight bricks manufactured from water treatment sludge and rice husks. Journal of hazardous materials. 171 (1-3), pp. 76-82.
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  7. Elicker, C., Sanches Filho P.J. & Castagno K.R.L. (2014). Electroremediation of heavy metals in sewage sludge. Braz. J. Chem. Eng. Sao Paulo, 31(2), pp. 365–371.
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  9. Falaciński, P. (2012). Possible applications of hardening slurries with fluidal fly ashes in environment protection structures. Archives of Environmental Protection. 38, 3, pp. 91-104. DOI: 10.2478/v10265-012-0031-7.
  10. Falaciński, P. & Szarek, Ł. (2016).Possible Applications of Hardening Slurries with Fly Ash from Thermal Treatment of Municipal Sewage Sludge in Environmental Protection Structures. Archives of Hydro-Engineering and Environmental Mechanics, 63, 1, pp. 47–61. DOI: 10.1515/heem-2016-0004
  11. Gawdzik, J. & Latosińska, J. (2014). Assessment of sewage sludge incineration fly-ash heavy metal immobilization. Engineering and Protection of Environment, t. 17, vol. 3, pp. 415-421.
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Autorzy i Afiliacje

Paweł Falaciński
Małgorzata Wojtkowska

Abstrakt

Green walls, along with green roofs, parks, and vertical gardens, belong to the green infrastructure of cities, which will encompass the majority of humanity in the coming decades. Green infrastructure benefits both urban residents and nature in the urban landscape, although there is no scientific consensus on the extent to which green walls, especially green facades, impact biodiversity in cities. This study examined the influence of green facades on the richness of mammals, birds, and invertebrates, considering the species and age of the plants comprising the green facade in a medium-sized city located in southwestern Poland. It was found that the implementation of green facades significantly enhances species’ biodiversity compared to non-vegetated walls. Four synanthropic bird species were nesting on green facades: Eurasian collared dove ( Streptopelia decaocto), blackbird ( Turdus merula), house sparrow ( Passer domesticus) and woodpigeon ( Columba palumbus). For the beech marten (Martes foina), the green facades are a hunting ground for birds and their eggs. This simple and effective method of creating green walls provides benefits to local wildlife by creating habitats, shelter, and foraging opportunities for selected species. However, it is difficult to determine whether green facades contribute to the formation of ecological corridors in urban environments. The study also examined the social aspect related to the establishment and maintenance of green facades on the surveyed buildings.
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Autorzy i Afiliacje

Grzegorz Oloś
1
ORCID: ORCID

  1. University of Opole, Faculty of Natural Sciences and Technology, Institute of Environmental Engineering and Biotechnology, 6A Kominka St, 45-035, Opole, Poland
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Abstrakt

In many application fields, thin-walled ductile iron castings can compete with castings made from aluminium alloys thanks as their show superior mechanical properties higher stiffness, vibrations damping as well as properties at higher temperatures. As problematic criterion in thin-walled cast-iron castings can be seen the graphitization ability and high sensitivity of the structure and the mechanical properties to the solidification rate.
The tests were curried on plate castings with wall thicknesses of 3, 5, and 8 mm, using inoculants based on FeSi70 with different contents of nucleation-active elements as aluminium, calcium, zirconium and magnesium. The inoculation was made by the in-mould method. In the experiments structures were achieved, differing by the graphite dispersity, structure and mechanical properties. The experiments have proved particularly a high sensitivity of the structure and the mechanical properties to the cooling rate of the sample castings. The influence of the inoculant type is less important than the influence of solidification rate.
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Bibliografia

[1] Caldera, M., Chapetti, M., Massone, J.M. & Sikora J.A. (2007). Influence of nodule count on fatique properties of ferritic thin wall ductile iron. Materials Science and Engineering. 23(8), 1000-1004. DOI: 10.1179/174328407X185910
[2] Stefanescu, D.M., Dix, :.P., Ruxanda, R.E., Corbitt-Coburn, C. & Piwonka, T.S. (2002). Tensile properties of thin wall ductile iron. AFS Transactions. 02-178, 1149-1162 Schaumburg USA: AFS Society.
[3] Soedarsono, J.W., Suharno, B. & Sulamet-Ariobimo, R.D. (2011). Effect of casting design to microstructure and mechanical properties of 3 mm TWDI plate. Advance Material Researchs. 415-417, 831-837. https://doi.org/10.4028/www.scientific.net/AMR.415-417.831
[4] Labresque, C. (2003). Production and properties of thin-wall ductile iron castings. International Journal of Cast Metals Research. 16(1-3), 313- 317. https://doi.org/10.1080/13640461.2003.11819601
[5] Sulamet-Ariobimo, R.D., Soedersono, J.W. & Soemardi,T.P. (2017). Thin wall ductile iro and n castings. IntechOpen 72117. Advanced Casting Technologies. DOI: 10.5772/intechopen.72117
[6] Vijayan, S., Wilson, P. & Prabhakaran, K. (2017). Ultra low-density mullite foams by reaction sintering of thermo-foamed alumina-silica powder dispersion in molten sucrose. Journal of the European Ceramic Society. 37(4), 1657-1664. https://doi.org/10.1016/j.jeurceramsoc.2016.11.025
[7] Stefanescu, D.M., Alonso, G. & Suarez, R. (2020). Recent devepments in understanding nucleation and crystallization of spheroidal grapfite in iron- carbon-silicon alloys. Metals. 1092), 221, 1-39. DOI: 10.3390/met10020221.
[8] Alonso, G., Larrañaga, P., Stefanescu, D.M., De la Fuente, E., Natxiondo, A. & Suarez, R. (2017). Kinetics of nucleation and growth of graphite at different stages of solidification for spheroidal graphite iron. International Journal of Metalcasting. 11(1), 14- 26. DOI: 10.1007/s40962-016-0094-7
[9] Alonso, G., Stefanescu, D.M., Fuente, E., Larrana, P. & Suarez, R. (2018). The influence of trace elements on the nature of the nuclei of graphite ductile iron. Materials Science Forum. 925,78-85. ISSN 1662-9752
[10] Skaland, T. (2005). Nucleation mechanisms in ductile iron. Proceedings of AFS Cast Iron Inoculation Conference. 29-30 September 2005. Schaumburg. USA (pp. 13-30).
[11] Skaland, T., Grong, O. & Grong, T. (1993). A model for the graphite formation in ductile cast iron. Metal Transaction. 24A, 2321-2345.
[12] Lekakh, S. (2014). Analysis of heterogeneous nucleation in ductile iron. Shape casting. 5th International Symposium. Materials Science, January. 121-128. DOI: 10.1007/978-3-319-48130-2_15
[13] Alonso, G., Stefanescu, D.M., Suarez. R. (2020). Effect of antimony on nucleation process of spheroidal graphite iron. AFS Proceedings of the 124th Metalcasting congress. Paper 2020-04.
[14] Stefanescu, D.M. (2016). On the crystalization of graphite from liquid iron-carbon-silicon melts. Acta Materialia. 107, 102-126. https://doi.org/10.1016/j.actamat.2016.01.047
[15] Stefanescu, D.M. Ruxanda, R. & Dix, L.P. (2003). The metallurgy and tensile mechanical properties of thin wall spheroidal graphite irons. Int. Journal of Cast Metals Research. 16(1-3), 319-324. https://doi.org/10.1080/13640461.2003.11819602
[16] Javaid, A. (2001). In Proceedings of Cast Iron Division, AFS 105th Casting Congress, Dallas, USA.
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Autorzy i Afiliacje

J. Roučka
1
ORCID: ORCID
V. Kaňa
1
ORCID: ORCID
T. Kryštůfek
1
A. Chýlková
1

  1. Brno University of Technology, Faculty of Mechanical Engineering, Czech Republic
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Abstrakt

Dokra casting is famous for its Artistic value to the world but it is also sophisticated engineering. The technique is almost 4500 years old. It is practiced by the tribal artisans of India. It is a clay moulded wax-based thin-walled investment casting technique where liquid metal was poured into the red hot mould. Dimensional accuracy is always preferable for consumers of any product. Distortion is one of the barriers to achieving the accurate dimension for this type of casting especially for the bending parts. The cause and nature of the distortion for this type of casting must be analyzed to design a product with nominal tolerance and dimensional accuracy.
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Bibliografia

[1] Bhattacharya, S. (2011). Dhokra art and artists of bikna: problems and prospects. Chitrolekha International Magazine on Art and Design. 1(2),10-3.
[2] Pattnaik, S., Karunakar, D.B. & Jha, P.K. (2012). Developments in investment casting process—a review. Journal of Materials Processing Technology. 212(11), 2332-48. DOI: 10.1016/j.jmatprotec.2012.06.003.
[3] Jones, S. & Yuan, C. (2003). Advances in shell moulding for investment casting. Journal of Materials Processing Technology. Apr 20, 135(2-3), 258-265. DOI: 10.1016/S0924-0136(02)00907-X.
[4] Singh, S. & Singh, R. (2016). Precision investment casting: A state of art review and future trends. Proceedings of the Institution of Mechanical Engineers, Part B: Journal of Engineering Manufacture. 230(12), 2143-2164. https://doi.org/10.1177/0954405415597844.
[5] Mukhtarkhanov, M., Perveen, A. & Talamona, D. (2020). Application of stereolithography based 3D printing technology in investment casting. Micromachines. 11(10), 946. https://doi.org/10.3390/mi11100946.
[6] Vyas, A.V. & Sutaria, M.P. (2022). Investment castings of magnesium alloys: a road map and challenges. Archives of Foundry Engineering. 22(4), 19-23. DOI: 10.24425/afe.2022.140247.
[7] Zhu, X., Wang, F., Ma, D. & Bührig-Polaczek, A. (2020). Dimensional tolerance of casting in the bridgman furnace based on 3D printing techniques. Metals. 10(3), 299. https://doi.org/10.3390/met10030299.
[8] Cheah, C.M., Chua, C.K., Lee, C.W., Feng, C. & Totong, K. (2005). Rapid prototyping and tooling techniques: a review of applications for rapid investment casting. The International Journal of Advanced Manufacturing Technology. 25(3), 308-320. DOI: 10.1007/s00170-003-1840-6.
[9] Donghong, W., Yu, J., Yang, C., Hao, X., Zhang, L. & Peng, Y. (2022). Dimensional control of ring-to-ring casting with a data-driven approach during investment casting. The International Journal of Advanced Manufacturing Technology. 119(1), 691-704. DOI: 10.1007/s00170-021-07539-9.
[10] Liu, Y.Z., Cui, G.M., Zeng, J.M., Gan, W.K. & Lu, JB. (2014). Prediction and prevention of distortion for the thin-walled aluminum investment casting. Advanced Materials Research. 915-916, 1049-1053. https://doi.org/10.4028/www.scientific.net/AMR.915-916.1049.
[11] Yarlagadda, P.K. & Hock, T.S. (2003). Statistical analysis on accuracy of wax patterns used in investment casting process. Journal of Materials Processing Technology. 138(1-3), 75-81. DOI: 10.1016/S0924-0136(03)00052-9.
[12] Neff, D., Ferguson, B.L., Londrico, D., Li, Z. & Sims, J.M. (2020). Analysis of permanent mold distortion in aluminum casting. International Journal of Metalcasting. 14(1), 3-11. https://doi.org/10.1007/s40962-019-00337-w.
[13] Karsten, O., Schimanski, K, Von Hehl, A. & Zoch, HW. (2011). Challenges and solutions in distortion engineering of an aluminium die casting component. Materials Science Forum. 690, 443-446. https://doi.org/10.4028/www.scientific.net/MSF.690.443.
[14] Zych, J. & Snopkiewicz, T. (2020). A New Laser-Registered View of the Shrinkage Kinetics of Foundry Alloys. Archives of Foundry Engineering. 20(3), 41-46. ISSN (1897-3310).
[15] Ignaszak, Z. (2018). Discussion on the methodology and apparatus for hot distortion studies. Archives of Foundry Engineering. 18(2), 141-145. ISSN (1897-3310).
[16] Khuengpukheiw, R., Veerapadungphol, S., Kunla, V. & Saikaew, C. (2022). Influence of sawdust ash addition on molding sand properties and quality of iron castings. Archives of Foundry Engineering. 22(4), 53-64. DOI: 10.24425/afe.2022.143950.
[17] Mukherjee, D.A. (2016). A comparative study of dokra metal craft technology and harappan metal craft technology. Heritage: Journal of Multidisciplinary Studies in Archaeology.4,757-68. ISSN (2347-5463).
[18] Mondal, A., Ghosal, S., Datta, P.K. (2005). An engineering approach to the manufacturing practice of the traditional investment casting process of indian sub-continent. Proceedings of the International Conference on Mechanical Engineering 2005 (ICME2005) 28- 30 December 2005, Dhaka, Bangladesh, ICME05-AM-43 (pp. 1-5).
[19] Mandal, B., Chattopadhyay, P.K. & Datta, P.K. (2008). Characterization of a Pala-Sena, High-Tin Bronze bowl from Bengal, India. SAS Bulletin. 31(3), 12-17.
[20] Mandal, B. & Datta, P.K. (2010). Hot mould casting process of ancient east India and Bangladesh. China Foundry. 7(2), 171-177. ISSN (1672-6421).
[21] Mandal, B. & Datta, P. K. (2010). Understanding alloy design principles and cast metal technology in hot molds for medieval Bengal. Indian Journal of History of Science, 101-140.
[22] Roy, S., Pramanick, A.K. & Datta, P.K. (2021). Quality analysis of tribal casting products by topsis for different gating system. IOP Conference Series: Materials Science and Engineering. 1080(1), 012014, 1-5. DOI: 10.1088/1757-899X/1080/1/012014.
[23] Sarkar, S., Baranwal, R.K., Biswas, C., Majumdar, G. & Haider, J. (2019). Optimization of process parameters for electroless Ni–Co–P coating deposition to maximize micro-hardness. Materials Research Express. 6(4), 046415, 1-13. DOI: 10.1088/2053-1591/aafc47.
[24] Aghamiri, S.M., Oono, N., Ukai, S., Kasada, R., Noto, H., Hishinuma, Y. & Muroga, T. (2019). Brass-texture induced grain structure evolution in room temperature rolled ODS copper. Materials Science and Engineering: A. 749, 118-28. https://doi.org/10.1016/j.msea.2019.02.019. [25] Atay, H.Y., Uslu, G., Kahmaz, Y., Atay, Ö. (2020). Investigations of microstructure and mechanical properties of brass alloys produced by sand casting method at different casting temperatures. IOP Conference Series: Materials Science and Engineering. 726(1), 012018, 1-8. DOI: 10.1088/1757-899X/726/1/012018.
[26] Mindivan, H., Çimenoǧlu, H. & Kayali, E.S. (2003). Microstructures and wear properties of brass synchroniser rings. Wear. 254(5-6), 532-537. https://doi.org/10.1016/S0043-1648(03)00023-1.
[27] Atsumi, H., Imai, H., Li, S.F., Kousaka. Y., Kojima, A., & Kondoh. K. (2010). Microstructure and mechanical properties of high strength brass alloy with some elements. In Materials Science Forum. 654-656(771), 2552-2555. https://doi.org/10.4028/www.scientific.net/MSF.654-656.2552.
[28] Chakraborty, A.K. (2014). Phase transformation of kaolinite clay, 1st ed., (pp.-21-26) Springer: New York, New Delhi. DOI 10.1007/978-81-322-1154-9.
[29] Roy, S., Pramanick, A.K. & Datta, P.K. (2023). Negative shrinkage of thin-walled investment brass castings. Archives of Foundry Engineering. 23(1), 17-24. DOI: 10.24425/afe.2023.144275.
[30] Roy, S., Pramanick, A.K. & Datta, P.K. (2020). Precise filling time calculation of thin-walled investment casting in hot mold. Journal of the Brazilian Society of Mechanical Science and Engineering. 42(10), 552, 1-11. https://doi.org/10.1007/s40430-020-02634-6.

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Autorzy i Afiliacje

R. Mandal
1
S. Roy
2
ORCID: ORCID
S. Sarkar
1
T. Mandal
3
A.K. Pramanick
2
G. Majumdar
1

  1. Mechanical Engineering Department, Jadavpur University, India
  2. Metallurgical and Material Engineering Department, Jadavpur University, India
  3. Metallurgy and Materials Engineering, IIEST Shibpur, India

Abstrakt

The aim of this study was to determine the hardness and reduced modulus of elasticity of juvenile wood of Scots pine (Pinus sylvestris L.) using the nanoindentation method, and then to compare the results obtained with those of mature wood. The hardness of juvenile pine wood determined by means of the nanoindentation method was 0.444 GPa while for mature wood it was 0.474 GPa. Statistically significant differences between the values were found. The reduced modulus of elasticity in juvenile wood was 14.0 GPa and 16.4 GPa in mature wood. Thus, the hardness values obtained were about 7% higher, while the modulus of elasticity was 17% higher in mature wood. All determinations were made in the S2-layer of the secondary cell wall.

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Autorzy i Afiliacje

P. Mania
M. Nowicki

Abstrakt

The use of FRP materials as external reinforcement of masonry structures has been recognized as an effective and minimally invasive method ofwall strengthening. The available literature and research reports confirmthe positive effect of the strip-like arrangement of composites with a horizontal, diagonal and – as shown in the paper – vertical configuration. The problem here is the proper estimation of the benefits of such FRP reinforcement, namely determining the real increase in shear strength. The paper described selected calculation procedures that can be found in the available literature (proprietary solutions), as well as in the published guidelines for the design of masonry walls strengthening using FRP materials. The results of experimental tests of sheared masonry walls made of AAC blocks and strengthened using vertical strips of carbon and glass fibres are briefly presented. Finally, based on the presented formulae, the values of the theoretical shear force resulted from the FRP contribution were calculated and detailed discussed.
The comparison of the experimental and theoretical shear forces showed that only one of the presented calculation methods gave a high agreement of the results for both carbon and glass sheets. In addition, it was noticed that in two cases the effects of strengthening – depending on the material used – drastically differed, which was not observed in the research.
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Autorzy i Afiliacje

Marta Kałuża
1
ORCID: ORCID

  1. Silesian University of Technology, Faculty of Civil Engineering, Akademicka 5, 44-100 Gliwice, Poland

Abstrakt

Steel slag stone can be used as a substitute for coarse aggregate in concrete. In this study, the performance of steel slag concrete (SSC) in the wall brick structure was analyzed. The specimens with a steel slag replacement rate of 0%, 20%, 25%, 30%, 35%, 40%, 45%, and 50% were designed, and the slump, stability, and carbonation resistance were tested. The results showed that the slump decreased with the increase of the replacement rate of steel slag stone. At the 60th min, the slump of SSC50 was 74 mm, which was 25.25% smaller than SSC00. When the replacement rate was more than 30%, cracks or fractures appeared, and the stability was destroyed. Twenty-eight days after the carbonation experiment, with the increase of the replacement rate, the carbonation resistance of the specimen decreased, and the performance was best when the replacement rate was 25%. The experimental results show that the performance of SSC is the best when the replacement rate of steel slag stone is 25%, which can be further promoted and applied in practice.
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Autorzy i Afiliacje

Qing Su
1
ORCID: ORCID

  1. Wuchang University of Technology, No. 16, Jiangxia Avenue, Jiangxia District, Wuhan, China

Abstrakt

The paper presents the results of testing the bearing resistance of the bolted joints of thin-walled profiles used in modular construction. The two types of joints currently applied in the construction industry were subjected to tests. One of them served as the reference sample, and the other as the research sample, which was used to find a solution that is more favorable in terms of the complexity of its production process and its bearing resistance. In addition to the modified shape of the end-plates, the bearing resistance of the joint was also analyzed with regards to the different diameters of bolts (bolts M12 and M16 were used), their classes (the difference between bolts of class 8.8 and 10.9 was examined), and also the number of them in the joint (3 or 5 bolts). Moreover, two thicknesses of steel sheets (3 mm and 4 mm), from which thin-walled cold-bent profiles were made, were used in the research. The bearing resistance tests were carried out with the use of a testing press of the authors’ own design. On the basis of the measurements, plots of the dependence between the deflection of the samples and the force acting in the middle of their span were drawn. It was shown that the tested profile joint had an increased bearing resistance by up to 26% when compared to the reference sample. The maximum destructive bending moment M was equal to 10.7 kN·m for the reference sample, and to 13.5 kN·m for the analyzed design solution. In total, 6 types of modified joints were made for the tests, of which five showed a comparable or higher bearing resistance than the reference sample. Each type of joint was tested by bending it in two directions in relation to the central axis of its cross-section.
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Autorzy i Afiliacje

Karol Prałat
1
ORCID: ORCID
Arkadiusz Plis
1
ORCID: ORCID

  1. Warsaw University of Technology, Faculty of Civil Engineering, Mechanics and Petrochemistry, Łukasiewicza 17, 09-400 Płock, Poland

Abstrakt

Vertical transport of wall-panels is a part of the prefabrication process of wood-framed buildings. The total dead weight of a wall is suspended on several lifting slings, pointwise clasping the top plate of the wall. This indicates, that all the weight of a wall is cumulated in sheathing-to-framing fasteners, usually staples. This article presents experimental investigations and analytical models evaluated for the description of light wood-framed walls in the process of lifting. Three different models cover the analytical approach: a model of a simple beam on elastic supports (BSS), a model of assembled beams (ACBS), three-dimensional (3D) spatial FE model of the wall (WFEM). Board-to-beam joint material parameters are determined on the base of experimental results. These connections are converted into two variants in the form of spring elements for 2D analysis, and beam elements for 3D analysis.
The numerical results exhibit that the proposed models may correctly represent behavior of a real wall in lifting, applying elastic materials parameters.
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Autorzy i Afiliacje

Jarosław Malesza
1
Czesław Miedziałowski
1
ORCID: ORCID

  1. Bialystok University of Technology, Faculty of Civil Engineering and Environmental Sciences, Wiejska 45A, 15-351 Bialystok, Poland

Abstrakt

In the article, the authors presented the results of microbiological air quality studies in selected buildings with additional thermal insulation applied from the inside using a silicate and lime system, as well as the results of a survey study concerning the comfort of use of said buildings. The microbiological air quality studies, conducted in buildings immediately prior to and after the application of additional thermal insulation using silicate and lime sheets, demonstrated a significant decrease in the number of mould spores in interior spaces. This was also reflected in the results of a survey study. The survey study was conducted with users of public and commercial buildings and municipal housing buildings in Krakow. Thanks to the additional insulation applied from inside using the silicate and lime system, all of the utilitarian parameters of internal spaces had improved. The most significant changes concerned parameters like comfort of use, the aesthetic of the spaces and breathing comfort. According to experts, the silicate and lime system was also rated highly in terms of the analysed parameters.

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Autorzy i Afiliacje

Elżbieta Radziszewska-Zielina
ORCID: ORCID
Piotr Czerski
Wojciech Grześkowiak
Patrycja Kwaśniewska-Sip

Abstrakt

Main goal of this paper is to present results of the numerical simulations of a real-scale gabion retaining wall tests. 4.5 m high wall was loaded and unloaded with water pressure, displacements of the crest of the wall were measured. Finite Element Method was used to simulate experiment and obtained results are compared with experimental ones. Usage of homogenized Coulomb-Mohr type continuum for gabions is proposed. Strength parameters of the model (cohesion and friction angle) are estimated on the base of large scale triaxial tests of the gabions and static tensile tests of the mesh. Influence of the “cut-off” condition on obtained results is analyzed. Elastic model for gabions is used for comparison of the results. Interface elements and truss joints between the gabions are used to simulate joints between gabions with limited strength. Good correlation between displacements obtained in experiment and numerical simulations was observed, especially in loading phase, so presented methodology of numerical modelling allows to model gabion retaining walls behavior close to the reality and could be used in engineering practice.
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Autorzy i Afiliacje

Michał Grodecki
1
ORCID: ORCID

  1. PhD., Eng., Cracow University of Technology, Faculty of Civil Engineering, ul. Warszawska 24, 34-155 Cracow, Poland

Abstrakt

The proposed Trombe wall design is an innovative and effective solution for addressing issues related to building energy efficiency. The Trombe wall can help reduce a building’s energy consumption, provide optimal indoor temperature, and minimize the building’s environmental impact by utilizing renewable energy sources.The article deals with the study of the heat-air characteristics of the Trombe Wall, which performs the functions of external protection of a modular house, with the aim of further evaluating the possibility of using it as a hybrid protection with additional heating and ventilation functions assigned to it. The results of experimental research conducted on one of the elements of external protection of a modular house in the form of the Trombe Wall are presented. The experimentally obtained graphic dependences were compared with the calculated data and the convergence was evaluated. The proposed design allows you to organize air exchange in the premises with a multiplicity within 1–1.5 h -1, and also provides an opportunity to provide additional thermal power in the amount of 250 W/m 2. The article presents the results of experimental studies that allow to evaluate the thermal characteristics of the proposed design of external protection for a modular house. These results indicate that with the given geometric dimensions, in particular with a volume of 14 m 3, the thermal power utilized by the Trombe wall is within 0.2–0.7 kW
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Autorzy i Afiliacje

Vasyl Zhelykh
1
ORCID: ORCID
Małgorzata Ulewicz
1
ORCID: ORCID
Yurii Furdas
2
ORCID: ORCID
Volodymyr Shepitchak
3
ORCID: ORCID

  1. Czestochowa University of Technology, Faculty of Civil Engineering, Dabrowskiego 69, 42-201 Czestochowa, Poland
  2. Lviv Polyechnic National University, Department of Heat and Gas Supply and Ventilation 79013 Lviv, Ukraine
  3. Lviv Polyechnic National University, Department of Heat Engineering and Thermal and Nuclear Power Plants, 79013 Lviv, Ukraine

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