摘要
通过对两座采用外包混凝土法加固的斜腿刚架拱桥进行静载试验,得到加固后桥梁在等效车辆荷载作用下的实际应力水平和变形,并将试验结果与应用有限元软件ANSYS算得的理论结果进行比较,进而对外包混凝土加固法的实际应用效果进行评价。
By static load test for two slant-legged rigid frame bridges of using enwrapping concrete method, gain the reinforced bridge' s real stress and deformation when it effect equivalent load, and get comparison on the experiment results and theory results calculated based in finite element soft ware ANSYS, thus evaluating practical application effect of surrounding concrete reinforcement method.
出处
《山西建筑》
2009年第12期312-314,共3页
Shanxi Architecture
关键词
桥梁工程
斜腿刚架拱桥
外包混凝土
静载试验
效果评价
ANSYS
bridge engineering, slant-legged rigid frame bridge, enwrapping concrete, static load test, effect evaluation, ANSYS