NUMERICAL ANALYSIS OF BEHAVIOUR OF REINFORCED CONCRETE ELEMENTS UNDER ECCENTRIC COMPRESSION
Paper presents results of numerical modelling of behaviour of plane strain reinforced concrete elements under eccentric compression. In the analysis, a finite element method was used based on an elasto-plastic constitutive law by Drucker-Prager with hardening and softening for concrete and an elast...
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Format: | Article |
Language: | English |
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Gdańsk University of Technology
2002-07-01
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Series: | TASK Quarterly |
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Online Access: | https://journal.mostwiedzy.pl/TASKQuarterly/article/view/2237 |
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author | TOMASZ MAJEWSKI JACEK TEJCHMAN |
author_facet | TOMASZ MAJEWSKI JACEK TEJCHMAN |
author_sort | TOMASZ MAJEWSKI |
collection | DOAJ |
description |
Paper presents results of numerical modelling of behaviour of plane strain reinforced concrete elements under eccentric compression. In the analysis, a finite element method was used based on an elasto-plastic constitutive law by Drucker-Prager with hardening and softening for concrete and an elasto-plastic constitutive law by von Mises for reinforcement. The effects of boundary conditions at the element ends, eccentricity of the compressive load, element slenderness, area of the longitudinal and horizontal reinforcement on the load bearing capacity of elements were studied. The effect of the mesh refinement on the bearing capacity of elements was also analysed. A satisfactory agreement with model tests was achieved.
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first_indexed | 2024-04-13T09:07:52Z |
format | Article |
id | doaj.art-0a4e37b4cd404a0fbed258d2b5e7f144 |
institution | Directory Open Access Journal |
issn | 1428-6394 |
language | English |
last_indexed | 2024-04-13T09:07:52Z |
publishDate | 2002-07-01 |
publisher | Gdańsk University of Technology |
record_format | Article |
series | TASK Quarterly |
spelling | doaj.art-0a4e37b4cd404a0fbed258d2b5e7f1442022-12-22T02:52:57ZengGdańsk University of TechnologyTASK Quarterly1428-63942002-07-0163NUMERICAL ANALYSIS OF BEHAVIOUR OF REINFORCED CONCRETE ELEMENTS UNDER ECCENTRIC COMPRESSIONTOMASZ MAJEWSKI0JACEK TEJCHMAN1Gdansk University of Technology, Civil Engineering DepartmentGdansk University of Technology, Civil Engineering Department Paper presents results of numerical modelling of behaviour of plane strain reinforced concrete elements under eccentric compression. In the analysis, a finite element method was used based on an elasto-plastic constitutive law by Drucker-Prager with hardening and softening for concrete and an elasto-plastic constitutive law by von Mises for reinforcement. The effects of boundary conditions at the element ends, eccentricity of the compressive load, element slenderness, area of the longitudinal and horizontal reinforcement on the load bearing capacity of elements were studied. The effect of the mesh refinement on the bearing capacity of elements was also analysed. A satisfactory agreement with model tests was achieved. https://journal.mostwiedzy.pl/TASKQuarterly/article/view/2237eccentric compressionconcretefinite element methodreinforced concretereinforcement |
spellingShingle | TOMASZ MAJEWSKI JACEK TEJCHMAN NUMERICAL ANALYSIS OF BEHAVIOUR OF REINFORCED CONCRETE ELEMENTS UNDER ECCENTRIC COMPRESSION TASK Quarterly eccentric compression concrete finite element method reinforced concrete reinforcement |
title | NUMERICAL ANALYSIS OF BEHAVIOUR OF REINFORCED CONCRETE ELEMENTS UNDER ECCENTRIC COMPRESSION |
title_full | NUMERICAL ANALYSIS OF BEHAVIOUR OF REINFORCED CONCRETE ELEMENTS UNDER ECCENTRIC COMPRESSION |
title_fullStr | NUMERICAL ANALYSIS OF BEHAVIOUR OF REINFORCED CONCRETE ELEMENTS UNDER ECCENTRIC COMPRESSION |
title_full_unstemmed | NUMERICAL ANALYSIS OF BEHAVIOUR OF REINFORCED CONCRETE ELEMENTS UNDER ECCENTRIC COMPRESSION |
title_short | NUMERICAL ANALYSIS OF BEHAVIOUR OF REINFORCED CONCRETE ELEMENTS UNDER ECCENTRIC COMPRESSION |
title_sort | numerical analysis of behaviour of reinforced concrete elements under eccentric compression |
topic | eccentric compression concrete finite element method reinforced concrete reinforcement |
url | https://journal.mostwiedzy.pl/TASKQuarterly/article/view/2237 |
work_keys_str_mv | AT tomaszmajewski numericalanalysisofbehaviourofreinforcedconcreteelementsundereccentriccompression AT jacektejchman numericalanalysisofbehaviourofreinforcedconcreteelementsundereccentriccompression |