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新型预应力组合钢桁架的静力有限元分析
Static Finite Element Analysis of a New Prestressed Composite Steel Truss
【摘要】 针对实际工程中的大跨重载结构,提出一种新型预应力组合钢桁架结构,利用有限元分析软件ANSYS对新型预应力组合钢桁架结构进行静力分析,研究结构体系各部件在使用阶段及张拉阶段的受力及变形性能,说明新型预应力组合钢桁架结构设计的合理性及可靠性。
【Abstract】 Aiming at the large-span and heavy-duty structure in actual engineering, a new type of prestressed composite steel truss structure is proposed. The static analysis of the new prestressed composite steel truss structure is carried out by using the finite element analysis software ANSYS to study the various components of the structural system. The force and deformation performance of the stage and tension stage indicate the rationality and reliability of the new prestressed composite steel truss structure design.
【关键词】 预应力;
钢桁架;
静力分析;
受力性能;
变形;
【Key words】 prestress; steel truss; static analysis; mechanical properties; deformation;
【Key words】 prestress; steel truss; static analysis; mechanical properties; deformation;
- 【文献出处】 江苏建筑 ,Jiangsu Construction , 编辑部邮箱 ,2019年06期
- 【分类号】TU394
- 【被引频次】3
- 【下载频次】121