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爆炸荷载下混凝土构件动力方程的差分解
引用本文:孙文彬.爆炸荷载下混凝土构件动力方程的差分解[J].四川建筑科学研究,2011,37(2):76-79.
作者姓名:孙文彬
作者单位:淮阴工学院建筑工程学院,江苏,淮安,223001
摘    要:爆炸荷载下混凝土构件的动力方程为非齐次偏微分方程,通常采用数值法迭代求解,迭代过程需同时考虑材料非线性和应变率效应。采用差分法求解爆炸荷载下构件的动力方程,同时考虑弯曲变形和剪切变形,将材料非线性和应变率效应融入差分迭代过程,应用分层法模型计算节点弯矩,考虑混凝土开裂引起的截面弯曲刚度退化和变形的非线性变化,这些改进步骤,提高了分析的严密性和精确度。差分结果与他人实验数据吻合良好,与LS-DYNA有限元分析具有相当的精度。

关 键 词:爆炸荷载  混凝土构件  应变率效应  动力响应  差分法

Solution to the dynamical equations of reinforced concrete elements under blast loads with the finite difference method
SUN Wenbin.Solution to the dynamical equations of reinforced concrete elements under blast loads with the finite difference method[J].Building Science Research of Sichuan,2011,37(2):76-79.
Authors:SUN Wenbin
Affiliation:SUN Wenbin(School of Civil Engineering and Architecture,Huaiyin Institute of Technology,Huai'an 223001,China)
Abstract:The dynamical equations of the reinforced concrete under blast loads were the non-homogeneous partial differential equations,it was usually investigated numerically by an iterative method,in the meantime,the nonlinear of material behavior and the strain rate effect should be taken into account in the iterative process.A finite difference method was used to solve numerically the dynamical equations of structural concrete elements under blast loads,it can simultaneously accommodate flexural and shear deformat...
Keywords:blast load  structural reinforced concrete element  strain rate effect  dynamical response  finite difference method  
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