Analysis of statics and dynamics of reinforced concrete beams using hypothetical model of substitute material

Biuletyn Wojskowej Akademii Technicznej

Adam Stolarski¹  Jarosław Siwiński² 

[1] Wojskowa Akademia Techniczna, Wydział Inżynierii Lądowej i Geodezji, Katedra Budownictwa, 00-908 Warszawa, ul. gen. S. Kaliskiego 2;Wojskowa Akademia Techniczna, Wydział Inżynierii Lądowej i Geodezji, Katedra Budownictwa, 00-908 Warszawa, ul. gen. S. Kaliskiego 2;

关键词: civil engineering;    building structures;    numerical analysis;    reinforced concrete beams;    beams from a homogeneous substitute material;    statics;   

DOI  :  10.5604/12345865.1223089

来源: DOAJ

【 摘 要 】

This paper contains the numerical analysis for reinforced concrete beam modelled with using a hypothetical model of the homogeneous substitute material. The static-strain-strength parameters of the substitute material for considered reinforced concrete beams were determined. Numerical static and dynamic analysis is presented in this work. Solution of the numerical static analysis was compared with the experimental Buckhouse’s (1997) results and other numerical results taken from literature. Solution of the numerical dynamic analysis was compared with experimental Emrich’s, Herter’s and Puffer’s (1982) results and other numerical results. The constant dynamic strength coefficient for hypothetical substitute material was taken into account in the dynamic analyzes.[b]Keywords[/b]: civil engineering, building structures, numerical analysis, reinforced concrete beams, beams from a homogeneous substitute material, statics, dynamics

【 授权许可】

Unknown