摘要
我国规范中规定的钢筋混凝土受弯构件的最小配筋率是按“强度准则”确定的。提出用控制允许裂缝宽度作为标准确定最小配筋率原则。
The minimum reinforcement ratio of reinforced concrete flexural members in our code is determined on the principle of strength.It doesn't consider the condition of service-ability. In this paper,the method of determining the minimum reinforcement ratio of reinforced concrete flexural members on the standard of controlling the crack width is proposed.
出处
《华北水利水电学院学报》
1997年第2期72-75,共4页
North China Institute of Water Conservancy and Hydroelectric Power
基金
水工混凝土结构设计规范专题研究项目
关键词
钢筋混凝土
裂缝宽度
配筋率
受弯构件
Reinforced concrete Crack width Minimum reinforcement ratio Flexural member