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Experimental investigations of buckling behaviors of cold-formed steel square hollow section columns after fires

机译:冷成型钢方空截面柱屈曲行为的实验研究

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Axially loaded compressive tests on the CFSHS columnssubjected to the heating and cooling processes were performed.According to the test results, it is confirmed that the localbuckling before the occurrence of the overall buckling occurredin the specimens with B/t=31.3, on the other hand, the specimenswith B/t=15.6 exhibited the local buckling after that. In addition,the specimen after heating up to 300 ºC possessed the largercompressive strength than the specimen without the heating andcooling processes; however, for the specimen after heating up to500 ºC or the above temperature, the compressive strengthbecomes lower than that.
机译:CFSHS列上轴向加载的压缩测试进行加热和冷却过程。根据测试结果,确认当地在发生整体屈曲之前屈曲另一方面,在具有B / T = 31.3的标本中,标本B / T = 15.6在此之后展示了当地屈曲。此外,加热后的样品高达300℃具有较大的没有加热的抗压强度冷却过程;但是,在加热后的标本500°C或以上温度,抗压强度变得低于那个。

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