摘要
建立理想钢筋混凝土模型,通过对理想受拉构件滑移的理论分析,探讨了钢筋在外荷载F不变的情况下,有效锚固长度l上不同位置处滑移s的变化规律,提出了应滑移(?)的概念,建立了滑移s关于坐标x的函数式。
It established the ideal reinforced concrete model,and through the theoretical analysis of slippage in the ideal pulled member,it discussed the change law of the slippage s in different position of the available anchor-hold length l, put forward the concept of strain slippage(?),and established the slip function.
出处
《建筑结构》
CSCD
北大核心
2009年第S2期141-143,共3页
Building Structure
关键词
钢筋混凝土
粘结应力
应滑移
steel concrete
bond stress
strain slippage
