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Study on Restoring Force Performance of Corrosion Damage Steel Frame Beams under Acid Atmosphere

机译:耐酸气体腐蚀损伤钢框架梁的恢复力性能研究

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摘要

In order to study the restoring force characteristics of corroded steel frame beams in an acidic atmosphere, based on different corrosion damage degrees, tests on the material properties of 48 steel samples and six steel frame beam specimens with a scale ratio of 1/2 under low cyclic repeated loading were conducted. According to the test results, the relationship between the weight loss rate and the mechanical properties of corrosion damage steel was obtained by numerical regression analysis, and the hysteresis curves and skeleton curves of the corroded steel frame beams were also obtained. The simplified trilinear skeleton curve model of the corroded steel frame beams and the expression of the corresponding feature points were determined by analyzing the failure process. The strength and stiffness degradation rule of the steel frame beam was analyzed furtherly. The hysteresis rule was established by introducing the cyclic degradation index which considers the effect of different corrosion degrees, and finally the restoring force model based on the corroded steel frame beams in an acidic atmospheric environment was established. Comparison with the test results show that the skeleton curve and the restoring force model established in this paper can accurately describe the seismic performance of corrosion damaged steel frame beams and can provide a basis for the seismic calculation analysis of corroded steel structures in an acidic atmosphere.
机译:为了研究酸性气氛中腐蚀钢框架梁的恢复力特性,基于不同的腐蚀损伤度,对48钢样品的材料特性和六个钢框架标本的测量比在低下1/2的六个钢框架标本的测试进行循环重复载荷。根据测试结果,通过数值回归分析获得了减重率与腐蚀损坏钢的力学性能的关系,并且还获得了腐蚀钢框架梁的滞后曲线和骨架曲线。通过分析故障过程确定腐蚀钢框架梁的简化三线骨架曲线模型和相应特征点的表达。进一步分析了钢框架梁的强度和刚度降解规则。通过引入考虑不同腐蚀性效果的循环降解指数来建立滞后规则,并且最后建立了基于酸性大气环境中的腐蚀钢框架梁的恢复力模型。与测试结果的比较表明,本文建立的骨架曲线和建立的恢复力模型可以准确地描述腐蚀损坏的钢框架梁的地震性能,并且可以为酸性气氛中的腐蚀钢结构的地震计算分析提供基础。

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