摘要
为了了解混凝土空心楼盖的内力分布规律和变形特征,利用ANSYS有限元软件建立混凝土空心楼盖的有限元分析模型,并对其在竖向均布荷载作用下的情况进行模拟。分析得出空心楼盖在四边固支的条件下容易出现应力集中的部位以及竖向位移的特征,对今后的工程设计有一定的指导作用。
In order to clearly understand the internal force distribution and deformation characteristics of hol- low concrete floor, establish the finite element analysis model of the hollow concrete floor by ANSYS, and sim- ulate it under the vertical uniform load. The analysis indicates that the stress concentration and vertical dis- placement will happen in the conditions of the four sides clamped prone, which will play a guiding role to the similar project.
出处
《河南城建学院学报》
CAS
2013年第2期11-13,17,共4页
Journal of Henan University of Urban Construction
