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静载作用下的预应力空心板单梁受力试验分析
引用本文:郭东升,贾艳敏,陶永靖. 静载作用下的预应力空心板单梁受力试验分析[J]. 山西建筑, 2014, 0(26): 169-170
作者姓名:郭东升  贾艳敏  陶永靖
作者单位:东北林业大学土木工程学院
摘    要:
以实桥为工程依托,进行了空心板单梁试验,并应用Midas Civil有限元软件建立空心板单梁模型,模拟单梁静力加载过程,对比分析空心板梁挠度及控制截面应力,结果表明:空心板梁在试验静力荷载作用下,挠度满足设计使用要求,应力状态合理,沿梁高线性变化,空心板梁受力安全。

关 键 词:空心板  静载试验  受力分析

The analysis of prestressed concrete hollow slab beam under the static test load
GUO Dong-sheng;JIA Yan-min;TAO Yong-jing. The analysis of prestressed concrete hollow slab beam under the static test load[J]. Shanxi Architecture, 2014, 0(26): 169-170
Authors:GUO Dong-sheng  JIA Yan-min  TAO Yong-jing
Affiliation:GUO Dong-sheng;JIA Yan-min;TAO Yong-jing;College of Civil Engineering,Northeast Forestry University;
Abstract:
Based on an actual bridge as the project background,did the hollow slab single static test,establishing the finite element model of hol-low plate beam by Midas Civil,simulation of single beam static loading process,analysis of deflection and stress of the beam,the results show that the hollow plate beam’s deflection meet design and use requirements,the stress state was reasonable,the stress variation along the beam high linear under the static test load,structure is safe.
Keywords:hollow slab static load test stress analysis
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