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

机译:基于HJC模型的RC梁跌落冲击影响因素分析。

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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.
机译:在中国大多数现有规格中,冲击载荷可能会对结构(组件)造成严重甚至致命的损害,并且没有特殊术语将冲击载荷考虑在内。因此,对结构(部件)在冲击载荷下的响应分析非常重要。本文对Holmquist-Johnson混凝土本构模型的22个参数进行了敏感性分析,并用A,B,G,Pl,μl和fc标识了HJC模型的敏感参数。分别。本文使用LS-DYNA非线性瞬态有限元分析程序。在有限元建模验证的基础上,选择RC梁的中跨挠度和冲击荷载作为响应指标,研究了落锤冲击下RC梁的一些影响因素,如落锤的质量和速度,撞击位置,强度等。混凝土和钢筋,纵向钢筋比率和梁的跨度。

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