摘要
通过现场观测简支T梁横隔板的裂缝形式,采用大型有限元软件ANSYS分析了横隔板在各种工况作用下的应力水平,并从结构受力上给出了简支T梁横隔板开裂的原因。
According to observation the fissure on the cross direction of 32 m freely supported PC T-beam, this paper give a expiation to the dehiscence of the cross direction partition by caculation the stress level of the cross direction partition on the various load behaviour, using the large-scale finite element program named ANSYS.
出处
《山西建筑》
2008年第6期312-313,共2页
Shanxi Architecture
关键词
简支T梁
横隔板
主拉应力
荷载工况
free supported T form beam, cross direction partition, principal tensile stress, load behaviour
