摘要
鉴于西南某钢管砼拱桥存在较严重的安全隐患而拆除,对该桥的拱圈核心砼进行取样、试验研究,分析其强度分布规律.根据试验资料,讨论钢管砼拱桥应用现有的钢管砼构件理论进行计算时,其计算公式的修正.
A tube-concrete arch bridge in southwest china was removed due to its defects, samples were taken in arch ring and tested in laboratory, and strength distribution was found. In the light of defect test findings, the modification of arch ring strength formula for tube-conCrete bridge applying analytic theory of tube structure filled with concrete.
出处
《重庆交通学院学报》
2006年第4期11-16,共6页
Journal of Chongqing Jiaotong University
关键词
钢管砼拱桥
病害
主拱强度
计算公式修正
steel tube-concrete arch-brldge
defect
arch ring strength
formula modification