Analysis of the Stress of Reinforced Concrete Pillars as Affected by the Stiffness of the Subsoil

• Autorzy: Jendzelovsky Norbert

Identyfikatory

DOI

10.29227/IM-2024-01-22

Warianty tytułu

PL

Analiza naprężeń w żelbetowych filarach w zależności od sztywności podłoża gruntowego

• Języki publikacji: EN

Abstrakty

EN

The paper presents a numerical analysis of the internal forces in the wall pillars of an apartment building. The analysis was done with different types of elastic support of the structure. Elastic support of the structure was implemented using a foundation plate on flexible subsoil. In the conclusion, different values of internal forces are analyzed.

Słowa kluczowe

EN

analysis; stress; reinforced concrete pillars; stiffness, subsoil

PL

filary żelbetowe; podłoże gruntowe; analiza

• Wydawca: Polskie Towarzystwo Przeróbki Kopalin
• Czasopismo: Inżynieria Mineralna
• Rocznik: 2024
• Tom: Vol. 1, no. 1
• Strony: 203--209
• Opis fizyczny: Bibliogr. 6 poz., rys., tab., zdj.

Twórcy

autor

Jendzelovsky Norbert

• STU in Bratislava, Faculty of Civil Engineering, Radlinského 11, Bratislava 810 05, Slovak Republic

Bibliografia

• 1. J. Koktan, R. Cajka, J. Brozovsky, „Finite Element Analysis of Foundation Slabs Using Numerical Integration of Boussinesq Solution.“ in Int. conference of numerical analysis and applied mathematics (ICNAAM 2017), vol. 1978, pp. 2018.
• 2. P. Kuklík, M. Brouček, M. Kopáčková, „Fast analytical estimation of the influence zone depth, its numerical verification and FEM accuracy testing“, Structural Engineering and Mechanics, 33, pp. 635-647 (2009).
• 3. V. Kolář, I. Němec, Modelling of Soil-Structure Interaction, (Academia Praha - Elsevier AmsterdamNew York, 1989)
• 4. T. Karamanski, K. Kazakov, „Modified Model of Plate Based on the Winkler Foundation“, in Computational Methods and experimental Measurements XII, A. Brebbia, Wessex Institute of Technology, UK and G.M. Carlomagno. Italy: University of Naples. (2005).
• 5. R. Cajka, Z. Marcalikova, V. Bilek, O. Sucharda, „Numerical modeling and analysis of concrete slabs in interaction with subsoil“, Sustainability 12 (23), 9869 pp.1-22, (2020)
• 6. G.L. Golewski, “The Specificity of Shaping and Execution of Monolithic Pocket Foundations (PF) in Hall Buildings”, Buildings (MDPI), 12, 192 (2022).