摘要
基于ANSYS有限元软件,建立了钢筋混凝土管桩模型,对成层土中桩身处承受水平荷载的基桩受力性状进行了计算机数值模拟,通过对桩身位移和应力变化曲线的分析,得出了水平荷载下桩身位移和应力的变化规律。
Based on the finite element software ANSYS, the paper establishes the pipe piles models of reinforced concrete, undertakes the computer data simulation for the stressed performance of the piles in layered soil bearing the horizontal loading foundation piles, and concludes the change laws for the pile' s displacement and stress under the horizontal loading by analyzing the change curves for the pile displacement and the stress.
出处
《山西建筑》
2011年第29期75-76,共2页
Shanxi Architecture
关键词
水平荷载
水平位移
混凝土管桩
ANSYS软件
horizontal loading, horizontal displacement, concrete pipe pile, ANSYS software