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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Main Authors: TOMASZ MAJEWSKI, JACEK TEJCHMAN
Format: Article
Language:English
Published: Gdańsk University of Technology 2002-07-01
Series:TASK Quarterly
Subjects:
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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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