Influence Factors Analysis of RC Beams under Falling Weight Impact Based on HJC Model

Author:

Long Xiaohong12ORCID,Turgun Ahmed1,Yue Rong1,Ma Yongtao1,Luo Hui1

Affiliation:

1. School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China

2. Hubei Key Laboratory of Control Structure, Huazhong University of Science and Technology, Wuhan 430074, China

Abstract

Impact loads may cause serious or even fatal damage to the structure (component), in most existing specifications in China, and there are no special terms that take impact load into consideration. So, the response analysis of the structure (component) under impact loads is very important. In this paper, the sensitivity analysis was conducted for the 22 parameters of the Holmquist–Johnson concrete (HJC) constitutive model of concrete, and the sensitive parameters of the HJC model are identified with A, B, G, Pl, μl, and fc respectively. LS-DYNA nonlinear transient finite element analysis code was used for this paper. Based on the validation of finite element modeling and choosing midspan deflection of RC beams and impact loads as response indices, some influencing factors on RC beams under falling weight impact were investigated, such as the mass and speed of falling weight, impact position, the strength of concrete and rebar, longitudinal reinforcement ratio, and the span of the beam.

Funder

National Natural Science Foundation of China

Publisher

Hindawi Limited

Subject

Mechanical Engineering,Mechanics of Materials,Geotechnical Engineering and Engineering Geology,Condensed Matter Physics,Civil and Structural Engineering

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