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Effect of cleaned corrosion surface topography on mechanical properties of cold-formed thin-walled steel

机译:清洁腐蚀表面形貌对冷弯薄壁钢力学性能的影响

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摘要

Corrosion damages have an important effect on the safety design of cold-formed steel structures, resulting in the rapid reduction of the load carrying capacities. Therefore, an experimental study was undertaken to investigate the influence on mechanical properties of corroded cold-formed thin-walled steel with different corrosion degrees and types. The tested specimens came from cold-formed thin-walled C steel purlin with a service life for 9 years under industrial environment According to comparing the fracture morphology, stress-strain curve, mechanical property index of corroded steel with corrosion degrees and types, the constitutive model of cold-formed thin-walled steel was established. Furthermore, the reverse engineering software Geomagic Studio and finite element software ABAQUS were used to simulate the mechanical properties of monotonic tensile under the real corroded surface morphology. The results showed that the fracture mode of pitting corrosion was the flat fracture, whereas that of the overall corrosion was diversified such as the oblique fracture, circular fracture and staircase fracture. All the pitting specimens showed that the yield platform and necking segment disappeared, whereas the overall corrosion specimens occurred only when the corrosion rate reached 36.14%. When the corrosion rate reached 36%, the strength decreased at a ratio of 21% and the elongation decreased by about 70%. The numerical simulation method is feasible and to provide the technical basis for the prevention and reduction of civil engineering disaster. (C) 2019 Elsevier Ltd. All rights reserved.
机译:腐蚀破坏对冷弯型钢结构的安全设计具有重要影响,从而导致承载能力迅速下降。因此,进行了实验研究以研究不同腐蚀程度和类型对腐蚀的冷弯薄壁钢的力学性能的影响。被测样品来自于工业环境下使用寿命为9年的冷弯薄壁C型钢pur条。根据腐蚀形态和应力类型对腐蚀形态,应力-应变曲线,力学性能指标进行比较的本构关系建立了冷弯薄壁钢模型。此外,使用逆向工程软件Geomagic Studio和有限元软件ABAQUS来模拟真实腐蚀表面形态下单调拉伸的力学性能。结果表明:点蚀的断裂方式为平板状,而整体腐蚀的方式多样,有斜向,圆形和阶梯状。所有点蚀样品均显示屈服平台和缩颈段消失,而整体腐蚀样品仅在腐蚀率达到36.14%时出现。当腐蚀率达到36%时,强度以21%的比例降低,而伸长率降低约70%。数值模拟方法是可行的,为预防和减少土木工程灾害提供技术依据。 (C)2019 Elsevier Ltd.保留所有权利。

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