摘要
后张预应力空心板是预应力板发展的新方向。为了更好地了解后张预应力空心板的受力性能,对空心板进行了静载试验,并利用有限元软件对其进行了有限元分析,比较各相关数据,得到了在静载下的受力性能。分析表明,空心板具有令人满意的承载能力和正常工作能力。
Post-tensioned hollow slab is a new type of post-tensioned slabs.In order to investigate the load-carrying properties of post-tensioned hollow slab,static-load experiments are carried out.The finite element analysis is conducted by using finite element software in this paper.The relevant data are compared,and the load-carrying properties under the condition of static load are obtained.The analysis results indicate that both bearing capacity and normal working performance are satisfactory.
出处
《西华大学学报(自然科学版)》
CAS
2008年第5期92-94,共3页
Journal of Xihua University:Natural Science Edition
关键词
预应力空心板
试验
有限元
post-stressed hollow slab,test,finite element method