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Overall stability behavior of annealed cold-formed thick-walled SHS and RHS steel tubes

机译:退火冷弯厚壁SHS和RHS钢管的整体稳定性能

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Previous researches on cold-formed steel members are mainly focused on non-annealed sections while research on annealed sections is quite limited. This research is focused on the material properties and overall stability behavior of annealed cold-formed thick-walled SHS and RHS steel tubes. An experimental study including the material property tests on axially compressed annealed cold-formed thick-walled SHS and RHS steel tubes was presented in this paper. The material properties were compared with that of non-annealed sections and it was shown that annealing process can improve the ductility of coupons. The test results were used to validate the finite element analysis which provided the basis for proposing the column curves. Then the curves were compared with the column curves in the Chinese codes and North American specifications. It was found that most of the test and FEA points were above the curves of GB 50018-2002 and AISI which indicated that the column curves in these codes were not suitable for annealed thick-walled steel members. Finally, the column curves of annealed and non-annealed sections were compared and the effect of residual stress was studied. (C) 2019 Elsevier Ltd. All rights reserved.
机译:先前对冷弯型钢构件的研究主要集中在非退火截面上,而对退火截面的研究则相当有限。这项研究的重点是退火冷弯厚壁SHS和RHS钢管的材料性能和整体稳定性。本文进行了包括轴向压缩退火冷弯厚壁SHS和RHS钢管材料性能测试在内的实验研究。将材料性能与非退火段的材料性能进行了比较,结果表明,退火工艺可以提高试样的延展性。测试结果用于验证有限元分析,该分析为提出圆柱曲线提供了基础。然后将这些曲线与中文规范和北美规范中的列曲线进行比较。发现大多数测试点和FEA点都高于GB 50018-2002和AISI的曲线,这表明这些规范中的列曲线不适用于退火的厚壁钢构件。最后,比较了退火和非退火截面的柱曲线,并研究了残余应力的影响。 (C)2019 Elsevier Ltd.保留所有权利。

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