- 摘 要
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杨 鸿, 马臣杰, 郑 竹, 钟晓俊, 张良平
(华森建筑与工程设计顾问有限公司,深圳 518054)[摘要] 近年来大跨空间结构在国内发展迅猛,同时发展起来各种新型的连接节点。本文以深圳市当代艺术馆与城市规划展览馆项目为背景设计出符合建筑效果的几何形状新颖的节点。并对典型节点建立ABAQUS有限元数值模型,分析了节点的受力性能和破坏机理。结果发现考虑大变形的弹塑性有限元分析可以较好地模拟节点的受力性能,最不利工况下节点是安全的。
[关键词] 复杂空间节点;大跨空间结构;非线性;有限元分析
中图分类号:TU242.5 文献标识码:A 文章编号:1002-848X(2011) Sl-0734-05Nonlinear firute element analysis of complex spatial joints of MOCAPE
Yang Hong, Ma Chenjie, Zheng Zhu, Zhong Xiaojun, Zhang Liangping
( Huasen Arclutecture&Engineering Design Consultants Ltd., Shenzhen 518054, China)Abstract: The large-span spatial structure has been developed rapidly in recent years, and new types of joints have been developed at the same time. Novel types ofjoints have been created to satisfy architecture are effect based on the project of the museum of contemporary art and planning exhibition in Shenzhen. Then finite element modes for new joints are established with the software ABAQUS. Results indicate that the elastic-plastic nonlinear analysis considering large deformations can simulate the bearing behavior of the joint satisfactorily and the joints are safe under the most load case.
Keywords: complex spatial joints; large-span spatial structure; nonlinear; finite element analysis