基于ANSYS的型钢混凝土T形短肢剪力墙的数值分析  

Numerical analysis on steel reinforced concrete T-shape short shear wall on the basis of ANSYS

作　　者：李海川 

机构地区：[1]天津华冶工程设计有限公司,天津300270

出　　处：《山西建筑》2015年第2期25-27,共3页Shanxi Architecture

摘　　要：利用ANSYS软件对型钢混凝土T形短肢剪力墙采用实体建模的方法进行了数值模拟分析,考虑了混凝土强度等级、墙肢截面高厚比、轴压比对型钢混凝土T形短肢剪力墙受力性能的影响,建立了三组共13个有限元模型试件,对结构在单调水平荷载作用下的延性和承载力进行了比较,得出的结论对型钢混凝土T形截面短肢剪力墙的理论研究和工程应用具有重要的参考价值。The paper carries out numerical simulation analysis on the steel reinforced concrete T-shaped short shear wall with modeling methods by applying ANSYS software,considers the impact of concrete strength degree,wall section width-depth ration,and axial compression ration upon steel reinforced concrete T-shaped short shear wall,establishes three groups of 13 finite element models,comparatively studies the ductility and bearing capacity of the structure under single horizontal load. Therefore,the research conclusions has important referring value for theoretical research and engineering application of steel reinforced concrete T-shape short shear wall.

关 键 词：型钢混凝土T形短肢剪力墙 数值分析 截面高厚比 轴压比 

分 类 号：TU398[建筑科学—结构工程]