Comparative analysis of reinforced concrete deep beam using hypothetical model of substitute material
Journal Title: Bulletin of the Military University of Technology - Year 2016, Vol 65, Issue 3
Abstract
This paper contains the numerical analysis of reinforced concrete deep beam modelled using a hypothetic model of the homogeneous substitute material. The static-strain-strength parameters of the substitute material for the considered reinforced concrete deep beam were determined. The dynamic strength coefficient for hypothetic substitute material was taken into account in the dynamic analyzes. Numerical static and dynamic analysis is presented in this work. Solution of the numerical static analysis was compared with Leonhardth’s and Walther’s experimental results and other numerical results taken from literature. Solution of the numerical dynamic analysis was compared with numerical results by Cichorski and Stolarski.[b]Keywords[/b]: civil engineering, building structures, numerical analysis, reinforced concrete deep beams, deep beams from a homogeneous substitute material, statics, dynamics
Authors and Affiliations
Jarosław Siwiński, Adam Stolarski
Keywords
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