基于Ansys的地下皮带廊受力分析及设计优化研究  

Research on force analysis and optimization design of underground belt corridor based on Ansys

作　　者：陈生年[1] 

机构地区：[1]沈阳铝镁设计研究院有限公司,辽宁沈阳110001

出　　处：《山西建筑》2016年第20期33-34,共2页Shanxi Architecture

摘　　要：利用大型通用有限元软件Ansys,模拟了钢筋混凝土地下皮带廊的受力状态,通过调整皮带廊顶板、侧壁、底板的厚度,分析了不同厚度组合下的结构内力,依据内力结果调整地下皮带廊的配筋,对比了不同厚度组合下的混凝土、钢筋及总工程造价,得出了较为合理的截面厚度组合,达到了优化设计的目标。Using the large-scale general finite element software Ansys,this paper simulated the force situation of reinforced concrete underground belt corridor,by adjusting the belt corridor roof,side wall,base plate thickness,analyzed the structure internal forces under different thickness combination,according to the internal force results adjustment of the reinforcement of underground belt corridor,compared the concrete,reinforced and total engineering cost under different thickness combination,concluded that the reasonable section thickness combination,achieved the goal of optimization design.

关 键 词：地下皮带廊 ANSYS 结构设计 受力分析 

分 类 号：TU311.3[建筑科学—结构工程]