基于微观机制的钢结构节点延性断裂预测与裂后路径分析

DUCTILE FRACTURE PREDICTION AND POST-FRACTURE PATH TRACING OF STEEL CONNECTIONS BASED ON MICROMECHANICS-BASED FRACTURE CRITERIA

  • 摘要: 基于微观机制的钢材断裂判据可用于预测大尺度屈服和无宏观构造缺陷情况下的延性裂纹开展。该文对10个钢管柱-梁翼缘直接焊接节点试件在单调荷载作用下的试验进行了高精度有限元分析, 采用经过国产Q345钢材校准的微观断裂判据应力修正临界应变模型(SMCS)和空穴扩张模型(VGM)对各试件进行了断裂预测, 与试验结果相比具有较高的精度, 验证了微观断裂判据用于预测节点在单调荷载作用下延性断裂的适用性。采用自编的ABAQUS软件VUMAT子程序, 分别以SMCS和VGM模型为断裂判据, 将失效的单元逐个删除, 对2个在不同位置发生断裂的钢管柱-梁翼缘直接焊接节点试件进行了裂后路径跟踪分析, 预测结果与试验吻合较好。该微观断裂判据及其模拟技术对于今后进行钢结构在极端荷载作用下的倒塌分析具有参考价值。

     

    Abstract: Micromechanics-based fracture criteria of structural steels can be used to predict ductile fracture initiation with large scale yielding and no initial flaw. High-fidelity finite element analyses were carried out on ten welded connection specimens between the steel tube column and beam flange under monotonic tensile loading. The calibrated micromechanics-based fracture criteria, including Stress Modified Critical Strain (SMCS) model and Void Growth Model (VGM), were used to predict fracture initiation for each specimen. Good agreements were found between the predicted results and the test results. Therefore, it is applicable to use the micromechanics-based fracture criteria to predict ductile fracture initiation of connections under monotonic loading. Subsequently, the VUMAT subroutine was developed in ABAQUS software by the authors. By taking the SMCS and VGM as fracture criteria, the post-fracture load-displacement curves of two welded connection specimens between the steel tube column and beam flange that fractured at different locations were traced by deleting the failure elements one by one. The predicted results agree well with the test results, which indicates that these micromechanics-based fracture criteria and associated simulating techniques can be used to carry out collapse analysis of steel structures under extreme events.

     

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