摘要
本文根据空间桁架模型和斜压场理论,建立了钢筋混凝土构件的压-弯-扭强度相关方程。据此,提出了极限抗扭强度的计算方法并与试验结果做了比较,同时对影响抗扭强度的因素进行了分析。
Based on space truss model and diagonal compression field theory, a compression-bending
-torsion relativity equation is developed for reinforced concrete members in this paper. Accord-
ing to the equation, a calculating method of ultimate torsional strength is presented, and the
calculated results using this method are compared with test results. Meanwhile, factors which in-
fluence the ultimate torsional strength are analyzed.
出处
《工业建筑》
CSCD
北大核心
1992年第12期12-15,30,共5页
Industrial Construction
