摘要
利用有限元软件ABAQUS建立了三个试件的有限元模型,并对其做轴压下的对比,分析了不同钢管直径对L形钢管混凝土组合柱的轴压力学性能影响,分析得出,钢管直径越大,极限承载力越大。
The paper adopts the finite element software,ABAQUS,to establish the three trials＇ finite element models,compares their axial pressure,analyzes the influence of the diameters of the various steel pipes on the dynamic performance of the axial pressure of the L-shaped steel pipe concrete composite column,and concludes the larger the diameters of the steel pipes,the bigger the ultimate bearing capacity.
出处
《山西建筑》
2012年第2期52-53,共2页
Shanxi Architecture
关键词
轴压
钢管混凝土柱
有限元
承载力
axial pressure
steel pipe concrete column
finite element
bearing capacity
