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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Bibliographic Details
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