Application of simple plane cap model to simulate compression failure of RC beam under impact loads
The aim of this paper is to present the non-linear analysis for impact response of reinforced concrete (RC) beam with prominence on tension and compression area. In order to envisage the RC behavior, pressure dependant yield criteria Drucker-Prager Plane-Cap (DPPC) type is assumed for the concrete,...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Penerbit UTHM
2020
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Subjects: | |
Online Access: | http://eprints.uthm.edu.my/6400/1/AJ%202020%20%28318%29.pdf |