Search results

Filters

  • Journals
  • Authors
  • Keywords
  • Date
  • Type

Search results

Number of results: 6
items per page: 25 50 75
Sort by:
Download PDF Download RIS Download Bibtex

Abstract

The proposition of a method to verify the punching resistance for very large supports based on the EN 1992-1-1 standard is described in this paper. The present standard guidelines for the calculation of the punching resistance for large supports are also summarised. The proposed direct method is compared with other standard methods using an example taken from design practice. This method consists of a direct check of the shear forces at specific locations of the control perimeter with the permissible shear force calculated from the EC2 standard. The method showed very good agreement with the experiment while remaining practical for applications. The method presented takes into account the actual distribution of shear forces in the vicinity of the support, taking into account the influence of non-uniform loads, irregular floor geometry, the concentration of internal forces at the corners of the support and the influence of the stiffness of the head used. The paper provides scientists, engineers, and designers new method (called the direct method) for estimation of the punching load-bearing capacity outside the shear cap.
Go to article

Authors and Affiliations

Maciej Grabski
1
ORCID: ORCID
Andrzej Ambroziak
2
ORCID: ORCID

  1. Maciej Grabski Engineering, 94B/1 Leszczynowa Street, 80-175 Gdansk, Poland
  2. Gdansk University of Technology, Faculty of Civil and Environmental Engineering, Gabriela Narutowicza St. 11/12, 80-233 Gdansk, Poland
Download PDF Download RIS Download Bibtex

Abstract

The 2022 FIFA Men’s World Cup in Qatar was held in eight stadiums. It was a unique event in many ways, including the fact that seven (out of eight) new stadiums were built specifically for the World Cup. The result was modern facilities, both in terms of their attractive and innovative architectural design and the structural, technological and infrastructural solutions.
The 2022 World Cup was treated as a priority project that would spearhead extensive publicity and promotion of Qatar. For this reason, all venues were spatially and architecturally designed according to a shared set of principles. In particular, they were designed with reference to the key elements that constitute the identity and cultural heritage of the Qatari community.
One important common feature of all the stadiums is that they were designed with the community’s sports infrastructure needs in mind, even after the end of the World Cup. For this reason, partial dismantling and a reduction of the volume of the facility, or complete demolition of the facility, was taken into account during the design stage.
The aim of this paper is to analyse the architectural features of the sports stadiums of the 2022 FIFA World Cup in Qatar, to identify the general design principles and considerations and to provide conclusions on the architecture of these facilities.
The case study was used as the primary research method and the scope of the study covered eight sports stadiums of the 2022 World Cup in Qatar.
The research was conducted by studying and analysing documents, papers, and promotional materials, etc. related to the 2022 World Cup from online sources.
Go to article

Authors and Affiliations

Hanna Michalak
1
ORCID: ORCID
Aleksandra Torberntsson
2
ORCID: ORCID

  1. Warsaw University of Technology Faculty of Architecture
  2. Warsaw University of Technology Doctoral School
Download PDF Download RIS Download Bibtex

Abstract

The paper presents the results of the analysis of cooling curves of cast iron with approximately eutectic composition rasterized at different rates of cooling and ingot crystallization. The test samples were in the form of rods with a diameter of 30,0.mm and a coagulation modulus M = 0.75 cm. They were cast in a sand mould made of furan mass placed on a chill in the form of a cast-iron plate, with which one of the front surfaces of the rod casting was in contact. In this way, a differentiated cooling rate along the rod was achieved. At selected distances from the chiller (5, 15, 25, 25 and 45 mm) thermocouple moulds were placed in the cavity to record the cooling curves used in thermal (AT) and derivation (ATD) analysis. The solidification time of the ingot in the part farthest from the chiller was about 200s, which corresponds to the solidification time in the test cup AT. An analysis of the recorded cooling curves was performed in order to determine the values of characteristic points on the AT curve (Tsol. Tliq, ΔTrecal., τclot, etc.). Relationships between cooling time and rate and characteristic points on AT and ATD curves were developed. For example, Tsol min changes in the range of 1115 - 1145 for the range of cast iron solidification times in the selected ingot zone from ~ 70 to ~ 200 s, which corresponds to the process speed from 0.0047 to 0.014 [1/s]. The work also includes an analysis of other characteristic points on the AT and ATD curves as functions of the solidification rate of cast iron of the same composition.
Go to article

Bibliography

[1] Humphreys, J.G. (1961). Effect of composition on the liquidus and eutectic temperatures on the eutectic point of cast iron. BCIRA Journal. 9(5), 609-621.

[2] Władysiak, R. (2001). Quality control of austenitic cast iron using the ATD method. Archives of Foundry. 1(2), 400-407. (in Polish)

[3] Falęcki, Z., Zych, J., Pyka, M. (1982). Research and development of comprehensive quality control of liquid cast iron using thermal analysis. AGH, Project No. 5.371.50, Kraków. (in Polish).

[4] Falęcki, Z., Zych, J. (1989). Equipment for quality control of liquid metal. Patent PRL, No. 247772. Warszawa. (in Polish).

[5] Gawroński, J., Szajnar, J., Jura, Z., & Studnicki, A. (2004). Prof. S. Jura, creator of the theory and industrial applications of diagnostics and consumption of metals and alloys. Archives of Foundry. 4(16), 1-74. (in Polish).

[6] Heraeus (2024). Thermal Analysis of Cast Iron. Retrieved January 21, 2024 from www.electro-nite.be.

[7] Novacast (2024). ATAS - Thermal Analysis System, NovaCast Foundry Saltions. Retrieved January 15, 2024 from www.novacastfoundry.se

[8] Stefanescu, D.M. (2015). Thermal analysis - theory and applications in metalcasting. International Journal of Metalcasting. 9(1), 7-22. https://doi.org/10.1007/BF03355598.

[9] Zych, J. (2016). Impact of speed of cooling of initial phase (α) and of eutectics (α + β) on physical and mechanical properties of Al-Si-Mg alloys. In 72nd World Foundry Congress, 21-25th May 2016 (pp. 1-2). Nagoya, Japan.

[10] Stawarz, M. & Szajnar, J. (2003). Quality assessment of ductile iron using the ATD method. Archives of Foundry. 3(10), 199-206. ISSN 1642-5308. (in Polish).

[11] Jura, S., Sakwa, J. & Borek, K. (1980). Differential analysis of solidification and crystallization processes of gray cast iron. Krzepnięcie Metali i Stopów. 3, 25-35. (in Polish)

[12] Jura, S. (1985). The essence of the ATD method. Modern methods of assessing the quality of alloys. PAN- Katowice, Foundry Institute of the Silesian University. (in Polish).

[13] Jura, S., Sakwa, J. & Borek, K. (1980). Thermal and differential analysis of solidification and crystallization of cast iron. Przegląd Odlewnictwa. 1, 7-10. (in Polish).

[14] Zych, J. (2015). Analisys of castings defects - selected problems – laboratory. AGH. Kraków, SU 1737. (in Polish).

[15] Zych, J. (2013). Assessment of the cooling curve using the thermal and derivation-gradient analysis method (ATDG), Foundry’s guide. vol. I, Materials (pp. 964-981). Poland: Wydawnictwo Stowarzyszenia Technicznego Odlewników Polskich (in Polish).

[16] Döpp, R., Blankenagel, D. (1979). Zur thermischen analyse von temperguss und grauguss. Giesserei. 66(7), 182-186.
Go to article

Authors and Affiliations

J.S. Zych
1

  1. AGH University of Krakow, Faculty of Foundry Engineering, Reymonta 23. 30-059 Kracow, Poland,
Download PDF Download RIS Download Bibtex

Abstract

Advanced vision method of analysis of the Erichsen cupping test based on laser speckle is presented in this work. This method proved to be useful for expanding the range of information on material formability for two commonly used grades of steel sheets: DC04 and DC01. The authors present a complex methodology and experimental procedure that allows not only to determine the standard Erichsen index but also to follow the material deformation stages immediately preceding the occurrence of the crack. Accurate determination of these characteristics in the sheet metal forming would be an important application, especially for automotive industry. However, the sheet metal forming is a very complex manufacturing process and its success depends on many factors. Therefore, attention is focused in this study on better understanding of the Erichsen index in combination with the material deformation history.

Go to article

Authors and Affiliations

C. Jasiński
A. Kocańda
Ł. Morawiński
S. Świłło
ORCID: ORCID
Download PDF Download RIS Download Bibtex

Abstract

Models describe our beliefs about how the world functions. In mathematical modelling, we translate those beliefs into the language of mathematics. Mathematical models can yield prognose on the base of applied fertiliser dose. In this work results of finding yield mathematical model according to fertiliser (nitrogen) dose for perennials (willowleaf sunflower Helianthus salicifolious, cup plant Silphium perfoliatum and Jerusalem artichoke Helianthus tuberosus) on marginal land are presented. Models were described as normalised square equations for dependence between yield and fertiliser doses. Experiments were conducted in lisymeters and vases for willowleaf sunflower and cup plant. For Jerusalem artichoke experiments were done in vases only. All experiments have been doing during two years (2018 and 2019) for different fertilisers doses (45, 90 and 135 kg N∙ha–1) in three repetitions. From simulations maximal yield could be achieved for following fertiliser doses – willowleaf sunflower 104 kg N∙ha–1, cup plant 85 kg N∙ha–1 and Jerusalem artichoke 126 kg N∙ha–1.
Go to article

Authors and Affiliations

Marek Hryniewicz
1
ORCID: ORCID
Maria Strzelczyk
1
ORCID: ORCID
Marek Helis
1
ORCID: ORCID
Anna Paszkiewicz-Jasińska
1
ORCID: ORCID
Aleksandra Steinhoff-Wrzesniewska
1
ORCID: ORCID
Kamil Roman
1
ORCID: ORCID

  1. Institute of Technology and Life Sciences – National Research Institute, Falenty, Hrabska Av. 3, 09-090 Raszyn, Poland
Download PDF Download RIS Download Bibtex

Abstract

This paper discusses the use of the Casagrande Cup and Cone Penetrometer Methods for determining the liquid limit of selected organic soils in in the south-eastern region of Poland in laboratory conditions in accordance with the latest standard guidelines. 10 methods established on the basis of literature materials were used to interpret the test results: 4 for test in the Casagrande Cup and 6 for the Cone Penetrometer. The results were compared and used to determine the parameters necessary to assessment of consistency of all type of soils, e.g.: plasticity index ���� (%), consistency index ���� (–) or liquidity index ���� (–). The knowledge of these parameters makes it possible to determine the degree of plasticity of the tested soils using the Cassagrande chart. The conducted research and analyses have shown that the results of determining the liquid limit using the selected methods are not always comparable. The application of calculation methods based on the results of laboratory tests organic soils carried out in accordance with the procedures of the one standard (PN-B-04481: 1988), in the case of interpretation with Method No. 5 and Method No. 7, generated results with the widest range and the highest values in relation to the reference values (Method No. 1). In terms of the suitability of a given method, the type of tested soil, extremely complicated, diverse and heterogeneous structure turned out to be important, and most importantly, the content of organic parts, as evidenced by the results of consistency determination.
Go to article

Authors and Affiliations

Grzegorz Straż
1
ORCID: ORCID

  1. Rzeszow University of Technology, Faculty of Civil and Environmental Engineering and Architecture Civil Engineering, al. Powstanców Warszawy 12, 35-959 Rzeszow, Poland

This page uses 'cookies'. Learn more