混凝土构件植筋受横向力作用的数值模拟

Numerical Simulation of Planting Reinforced Bars into Concrete Components under Lateral Force

本文在利用有限元方法和ANSYS软件对钢筋混凝土植筋建模的基础上,对直径为20mm的Q235钢筋在C20型混凝土中进行数值模拟,得到混凝土的开裂图;又对混凝土植筋在横向力学作用下进行分析得出结论。

On the basis of modeling the planting reinforced steel bars into concrete with the Finite Element Method and the ANSYS Software, the paper gets the concrete＇s cracking figure by making numerical simulation to the steel bar （Q 235, φ20） in concrete （C20）, and gets the conclusion by making the analysis on planting reinforced bars into concrete ureter the lateral force.