A simplified model of concrete for analysis of reinforced concrete elements

The elastic-plastic material model for concrete developed by considering the stress softening and degradation of the deformation modulus for the concrete was presented in the paper. A reduced plane stress state for the compression/tension range with shear was assumed. During the loading process,the...

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Bibliographic Details
Main Authors: Anna Szcześniak, Adam Stolarski
Format: Article
Language:English
Published: Military University of Technology, Warsaw 2016-12-01
Series:Biuletyn Wojskowej Akademii Technicznej
Subjects:
Online Access:http://biuletynwat.pl/icid/1228954