摘要
管-板连接节点在高耸钢管塔中应用较多,但对这类节点的研究却很少。以一个实际工程中的钢管塔为研究对象,对典型的管-板连接节点进行了理论探讨和基于弹塑性有限元的破坏全过程分析,并通过足尺模型试验验证了数值分析结果,得出了一些结论,对该类钢管节点的理论研究和工程设计具有重要的意义。
The tube-gusset joint is widely applied in tall steel tubular tower, however there has been few study on this kind of joint. Combining a steel tubular tower from practical engineering, typical tube-gusset joints were analyzed and whole course analysis based on elasto plastic FEM calculation is conducted. Comparing FEM results with experimental results from full scale model, some conclusions which will be helpful to theoretical study and engineering design of the kind of joints are presented.
出处
《工业建筑》
CSCD
北大核心
2006年第12期83-85,104,共4页
Industrial Construction
关键词
钢管塔
管-板节点
破坏全过程分析
足尺模型试验
steel tubular tower tube-gusset joint whole process analysis of failure behavior full scale model experiment
