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Damage analysis of doubler plate reinforced T-joints under uniaxial tensile load based on stress triaxiality

机译:基于应力三轴性的单板拉伸T形双拼板T形接头损伤分析

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摘要

Finite element analysis software ABAQUS is used to simulate the damage response of doubler plate reinforced tubular T-joints subjected to uniaxial tensile loads in previous experimental investigation, the damage initiation criterion used in this study is based on the Bao-wierzbicki locus which is about the relationship between equivalent plastic strain and stress triaxiality. All of the parameters of Bao-wierzbicki locus come from the metal tubular bar tensile test. The comparison of the analytical and experimental results indicates that the finite element analysis curves, considering the damage criterions, match well with the experimental curves, which proves that the proposed damage criterions could accurately simulate the degraded characteristics of strength and stiffness of tubular joint under uniaxial tensile load. But the failure mode of tubular joints during simulation and experiment process are different, a further research will be given in the following study.
机译:在先前的实验研究中,使用有限元分析软件ABAQUS来模拟承受单轴拉伸载荷的双板增强管状T形接头的损伤响应,该研究中使用的损伤起始准则基于Bao-wierzbicki轨迹,即塑性应变与应力三轴性之间的关系。 Bao-wierzbicki位点的所有参数均来自金属管状棒拉伸试验。分析结果与实验结果的比较表明,考虑损伤准则的有限元分析曲线与实验曲线吻合良好,证明了所提出的损伤准则能够准确模拟单轴作用下管接头强度和刚度的退化特征。拉伸载荷。但是在模拟和实验过程中,管状接头的失效方式是不同的,下面的研究将作进一步的研究。

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  • 来源
    《Tubular structures XVI》|2018年|263-270|共8页
  • 会议地点
  • 作者单位

    Department of Civil Engineering, Shenyang Jianzhu University, Shenyang, China;

    Department of Transportation Engineering, Shenyang Jianzhu University, Shenyang, China;

    Department of Civil Engineering, Shenyang Jianzhu University, Shenyang, China;

    Department of Civil Engineering, Shenyang Jianzhu University, Shenyang, China;

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  • 正文语种 eng
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  • 入库时间 2022-08-26 14:06:31

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