摘要
通过模型试验与有限元分析结合的方法，主要探讨钢管混凝土四肢柱单斜缀杆双腹板肩梁中长向肩梁的受力性能。指出肩梁腹板以受剪为主，在计算弯曲正应力时，应考虑剪切变形的影响。
Bearing behaviors of stay member in longitudinal direction among single diaginal lacing dowble-web ones of open concrete filled steel tube with four main elements are discussed by using model test and finite element analysis. As a result, this paper points out that the main feature of web is subjected to shear, and the effect of shear deformation may be considered when evaluating the bending stress of web.
出处
《西安公路交通大学学报》
CSCD
北大核心
1998年第2期36-38,共3页
Journal of Xi'an Highway University
关键词
肩梁
钢管混凝土梁
缀杆
受力
stay member, concrete filled steel tube, lacing bar
