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Short-Term Deflections Calculation Based on Bond-Slip Effect

机译:基于键滑效应的短期挠度计算

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摘要

Short-term deflection is a component of deflection of reinforced concrete (RC) beam, which may be strongly influenced by bond-slip behaviour. Bond-slip effect may cause cracking development in the tensile zone of the cross-section, which may reduce the beneficial effects of tension stiffening. To analyse the short-term deflection on bond-slip effect, an equation of bond-slip effect and curvature are put forward based on the equilibrium of internal force and plane cross-section assumption. Comparing the calculation values by using the equation to the test results show that the equation provides considerable improvement in prediction of short-term deflection.
机译:短期挠度是钢筋混凝土(RC)梁挠度的一个组成部分,黏结滑移行为可能会严重影响它。粘结滑动效应可能会导致横截面拉伸区域出现裂纹,从而降低拉伸刚度的有益作用。为了分析粘结滑移效应的短期挠度,基于内力和平面截面假设的平衡,提出了粘结滑移效应和曲率方程。通过使用该方程将计算值与测试结果进行比较表明,该方程在预测短期挠度方面提供了相当大的改进。

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