摘要
介绍了新兴立交桥部分预应力T梁检算、静载试验过程和试验结果.通过理论分析及试验结果表明.该部分预应力T梁强度及刚度均满足设计和使用功能要求.本文还特别对普通钢筋的配筋量进行了讨论.
This paper presents cheeking computations, experimental process andexperiment results of dead load test on partially prestressed concrete T-beam ofXinxing overpass bridge. Both the theoretical analyses and experimental resultsshowed that the strength and stiffness of this partially prestressed T-beam metall of design requirements and application functions.
出处
《东北林业大学学报》
CAS
CSCD
北大核心
1996年第5期77-81,共5页
Journal of Northeast Forestry University
关键词
预应力
T梁
静载试验
桥梁
Partially prestressed
T-beam
Dead load test
