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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。
The ideal reinforced concrete model is established. Based on the theoretical analysis of the slippage of ideal tension members, the variation rule of slip s at different positions of effective anchorage length l under the condition of constant load F is discussed. (?), We establish the function of s with respect to the coordinate x.