Comparative analysis of reinforced concrete deep beam using hypothetical model of substitute material

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 strengt...

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Main Authors: Jarosław Siwiński, Adam Stolarski
Format: Article
Language:English
Published: Military University of Technology, Warsaw 2016-09-01
Series:Biuletyn Wojskowej Akademii Technicznej
Subjects:
Online Access:http://biuletynwat.pl/icid/1223097
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author Jarosław Siwiński
Adam Stolarski
author_facet Jarosław Siwiński
Adam Stolarski
author_sort Jarosław Siwiński
collection DOAJ
description 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
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spelling doaj.art-a37c93cc3ca244b6ac254412a135ca592023-08-02T04:44:54ZengMilitary University of Technology, WarsawBiuletyn Wojskowej Akademii Technicznej1234-58652016-09-01653496110.5604/12345865.12230971223097Comparative analysis of reinforced concrete deep beam using hypothetical model of substitute materialJarosław Siwiński0Adam Stolarski1Wojskowa Akademia Techniczna, Wydział Inżynierii Lądowej i Geodezji, Katedra Budownictwa, 00-908 Warszawa, ul. gen. S. Kaliskiego 2Wojskowa Akademia Techniczna, Wydział Inżynierii Lądowej i Geodezji, Katedra Budownictwa, 00-908 Warszawa, ul. gen. S. Kaliskiego 2This 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, dynamicshttp://biuletynwat.pl/icid/1223097civil engineeringbuilding structuresnumerical analysisreinforced concrete deep beamsdeep beams from a homogeneous substitute materialstatics
spellingShingle Jarosław Siwiński
Adam Stolarski
Comparative analysis of reinforced concrete deep beam using hypothetical model of substitute material
Biuletyn Wojskowej Akademii Technicznej
civil engineering
building structures
numerical analysis
reinforced concrete deep beams
deep beams from a homogeneous substitute material
statics
title Comparative analysis of reinforced concrete deep beam using hypothetical model of substitute material
title_full Comparative analysis of reinforced concrete deep beam using hypothetical model of substitute material
title_fullStr Comparative analysis of reinforced concrete deep beam using hypothetical model of substitute material
title_full_unstemmed Comparative analysis of reinforced concrete deep beam using hypothetical model of substitute material
title_short Comparative analysis of reinforced concrete deep beam using hypothetical model of substitute material
title_sort comparative analysis of reinforced concrete deep beam using hypothetical model of substitute material
topic civil engineering
building structures
numerical analysis
reinforced concrete deep beams
deep beams from a homogeneous substitute material
statics
url http://biuletynwat.pl/icid/1223097
work_keys_str_mv AT jarosławsiwinski comparativeanalysisofreinforcedconcretedeepbeamusinghypotheticalmodelofsubstitutematerial
AT adamstolarski comparativeanalysisofreinforcedconcretedeepbeamusinghypotheticalmodelofsubstitutematerial