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Performance of circular CFDST members with external stainless steel tube under transverse impact loading

机译:带有外部不锈钢管的圆形CFDST构件在横向冲击载荷下的性能

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This paper presents an experimental and numerical study on the impact performance of circular concrete-filled double skin steel tubular (CFDST) members with external stainless steel tube. Austenitic 304 stainless steel was used for all the test specimens. Taguchi approach was employed for the parametric design of the experimental program. The testing parameters were the impact height, hollowness ratio and axial load level. 18 specimens were tested under transverse impact loading to obtain the failure patterns, the time histories of impact force and mid-span deflection, as well as the strain developments in the stainless steel tube. Finite element (FE) models were then established and verified against the test results, in which the strain rate effects of the stainless steel, the carbon steel and the infilled concrete were considered. The validated FE model was then employed to investigate the whole dynamic response of CFDST members with outer stainless steel tube subjected to impact. The impact resistance of the stainless composite member was also compared with that of the CFDST member with an external carbon steel tube.
机译:本文提供了对带有外部不锈钢管的圆形混凝土双壁钢管(CFDST)构件的冲击性能的实验和数值研究。所有试样均使用奥氏体304不锈钢。 Taguchi方法用于实验程序的参数设计。试验参数为冲击高度,空心率和轴向载荷水平。在横向冲击载荷下测试了18个试样,以获得破坏模式,冲击力的时间历程和中跨挠度以及不锈钢管中的应变发展。然后建立有限元(FE)模型,并根据测试结果进行验证,其中考虑了不锈钢,碳钢和填充混凝土的应变率效应。然后,使用经过验证的有限元模型来研究带有外部不锈钢管的CFDST构件的整体动力响应。还比较了不锈钢复合材料构件与具有外部碳钢管的CFDST构件的抗冲击性。

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