首页> 外文会议>1st international conference on transportation information and safety 2011.;vol. 1. >Study on Critical Corrosive Ratio of Reinforced Bar in Reinforced Concrete Based on Ultimate Tensile Strain
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Study on Critical Corrosive Ratio of Reinforced Bar in Reinforced Concrete Based on Ultimate Tensile Strain

机译:基于极限拉伸应变的钢筋混凝土钢筋临界腐蚀比研究

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The critical corrosive ratio of reinforced bar in RC structure is important for durability analysis when concrete protective layer becomes cracked by corrosive expanding. The ultimate tensile strain of concrete has been used to denote the crack of concrete study and the critical corrosive ratio in this paper, and the effective volume expansion ratio has been constructed to describe the effective expanding of corrosive rust, then the critical corrosive ratio model has been constructed with the ultimate tensile strain of concrete. An anodic polarization accelerated corrosion test has been chosen to simulate the corrosion of reinforced bar in reinforced concrete, and a good agreement has been shown between the calculated and the measured corrosive ratios.
机译:当混凝土保护层因腐蚀膨胀而破裂时,钢筋混凝土结构中钢筋的临界腐蚀比对于耐久性分析非常重要。本文以混凝土的极限拉伸应变为代表,研究了混凝土的裂缝和临界腐蚀比,建立了有效体积膨胀比来描述锈蚀的有效膨胀,从而建立了临界腐蚀比模型。用混凝土的极限拉伸应变构造。选择阳极极化加速腐蚀试验来模拟钢筋混凝土中钢筋的腐蚀,并且在计算出的腐蚀比与测量的腐蚀比之间显示出良好的一致性。

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