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FE modeling of FRP strengthened CHS members subjected to lateral impact

机译:FRP加固的CHS构件受侧向冲击的有限元建模

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摘要

This paper presents the detailed Finite Element (FE) numerical modeling technique and dynamic lateral impact simulation of bare and FRP strengthened Circular Hollow Section (CHS) tubular members. The equivalent composite layer technique is adopted to simulate experimental failure characterizes of FRP laminates and strengthened members. The FE analysis results are compared with the drop hammer lateral impact test results. Very good agreement between the lateral displacement-time curves of bare and strengthened specimens is observed. Both local and global deformation failures of the specimens are well predicted from dynamic impact simulation. Moreover, FE analysis results confirm that the FRP debonding failure at the impact location of the specimens can be simulated with reasonable accuracy. Thus, the current numerical analysis technique can be adopted to accurately predict the lateral impact responses of FRP strengthened hollow tubular members.
机译:本文介绍了详细的有限元(FE)数值建模技术以及裸露和FRP增强的圆空心截面(CHS)管状构件的动态横向冲击仿真。采用等效复合层技术来模拟玻璃钢层压板和加强构件的实验破坏特征。有限元分析结果与落锤横向冲击测试结果进行了比较。裸露和加强的试样的横向位移-时间曲线之间观察到非常好的一致性。从动态冲击仿真可以很好地预测出试样的局部和整体变形破坏。此外,有限元分析结果证实,可以以合理的精度模拟试样冲击位置处的FRP脱胶破坏。因此,可以采用当前的数值分析技术来准确地预测FRP加固的空心管状构件的横向冲击响应。

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  • 来源
    《Tubular structures XVI》|2018年|409-414|共6页
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  • 作者单位

    School of Civil Engineering and Built Environment, Science and Engineering Faculty, Queensland University of Technology (QUT), Brisbane, Australia;

    School of Civil Engineering and Built Environment, Science and Engineering Faculty, Queensland University of Technology (QUT), Brisbane, Australia;

    School of Civil Engineering and Built Environment, Science and Engineering Faculty, Queensland University of Technology (QUT), Brisbane, Australia;

    Department of Civil Engineering, Monash University, Melbourne, Australia;

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