摘要
基于钢筋混凝土结构理论,对竹筋混凝土梁的力学性能进行研究,提出了竹筋混凝土梁的计算方法。对竹筋混凝土梁的配筋、受弯和受剪承载力进行了计算,验算了挠度,并与钢筋混凝土梁进行了对比,为竹筋混凝土构件应用于结构次要部位的可行性提供参考。
Based on the theory of reinforced concrete structures, the mechanical behavior of bamboo reinforced concrete beams is studied. The design methods for bamboo reinforced concrete beams are put forward. The reinforcement, moment capacity and shear capacity of bamboo reinforced beams are calculated, and also its deflections. The results are compared with reinforced concrete beams which provide a reference for the feasibility of the use of bamboo reinforced members as a secondary part of concrete structures.
出处
《建筑技术开发》
2012年第8期20-21,35,共3页
Building Technology Development
基金
广东省大学生创新实验项目资助(118450075)
广东工业大学教育教学改革项目资助(2010Y028)
广东工业大学高教研究基金项目资助(2010F03)
关键词
竹筋
混凝土构件
配筋率
力学性能
bamboo reinforcement
concrete member
reinforcement ratio
mechanical behavior
