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The Corrosion Characteristics and Tensile Behavior of Reinforcement under Coupled Carbonation and Static Loading

机译:碳化与静载荷耦合作用下钢筋的腐蚀特性和拉伸行为

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摘要

This paper describes the non-uniform corrosion characteristics and mechanical properties of reinforcement under coupled action of carbonation and static loading. The two parameters, namely area-box (AB) value and arithmetical mean deviation (Ra), are adopted to characterize the corrosion morphology and pitting distribution from experimental observations. The results show that the static loading affects the corrosion characteristics of reinforcement. Local stress concentration in corroded reinforcement caused by tensile stress drives the corrosion pit pattern to be more irregular. The orthogonal test results from finite element simulations show that pit shape and pit depth are the two significant factors affecting the tensile behavior of reinforcement. Under the condition of similar corrosion mass loss ratio, the maximum plastic strain of corroded reinforcement increases with the increase of Ra and load time-history significantly.
机译:本文描述了碳化和静载荷耦合作用下钢筋的非均匀腐蚀特性和力学性能。根据实验观察结果,采用面积箱(AB)值和算术平均偏差(Ra)这两个参数来表征腐蚀形态和点蚀分布。结果表明,静载荷影响钢筋的腐蚀特性。由拉伸应力引起的腐蚀钢筋中的局部应力集中使腐蚀坑纹更加不规则。有限元模拟的正交试验结果表明,凹坑形状和凹坑深度是影响钢筋拉伸性能的两个重要因素。在相似的腐蚀失重率条件下,腐蚀钢筋的最大塑性应变随着Ra和载荷时程的增加而显着增加。

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