The relationship of steel slippage to shear stress was obtained using a balance limit theory and a pull rod arch model.The loss in normal section bearing capacity as corrosion proceeds is predicted.

 
  • 運用極限平衡理論和拉桿拱模型求出鋼筋滑移量與剪應力的關(guān)系,從而建立了不同銹蝕程度的鋼筋混凝土梁正截面承載力預計模型。
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