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Ductile fracture prediction for welded steel connections under monotonic loading based on micromechanical fracture criteria

机译:基于微机械断裂准则的单调载荷作用下焊接钢连接件的韧性断裂预测

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Micromechanics-based fracture criteria for structural steels can be used to predict ductile fracture initiation with large-scale yielding and no initial flaws. High-fidelity finite-element analyses were carried out on ten welded connection specimens between the square steel tube column and H-beam flange under monotonic tensile loading. The calibrated micromechanics-based fracture criteria, including the Stress Modified Critical Strain (SMCS) model and the Void Growth Model (VGM), were used to predict fracture initiation for each specimen. The predicted results demonstrated high accuracy compared to test results. Sensitivity analyses of fracture toughness parameters in the SMCS model and VGM to the predicted fracture results were conducted. The results show that, when the fracture toughness parameters were increased or reduced by twenty percent, fluctuations in the predicted fracture results were within the acceptable range. Therefore, calibrated micromechanics-based fracture criteria can be used to predict ductile fracture initiation of connections under monotonic loading. Subsequently, the user subroutine VUMAT, from ABAQUS software edited by the authors, was employed. Using the SMCS model and VGM as fracture criteria, the post-fracture load-displacement curves of eighteen notched round bar specimens and two welded connection specimens (between the square steel tube column and H-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. Consequently, these calibrated micromechanics-based fracture criteria and associated simulating techniques can be used for collapse analysis of steel structures during extreme events. (C) 2015 Elsevier Ltd. All rights reserved.
机译:基于微力学的结构钢断裂准则可用于预测延性断裂的起始,且具有大规模屈服且无初始缺陷。在单调拉伸载荷下,对方形钢管柱与H型钢法兰之间的十个焊接连接试件进行了高保真有限元分析。包括应力修正临界应变(SMCS)模型和空隙增长模型(VGM)在内的基于微力学的校准断裂标准可用于预测每个试样的断裂开始。与测试结果相比,预测结果显示出较高的准确性。进行了SMCS模型和VGM中断裂韧性参数对预测断裂结果的敏感性分析。结果表明,当断裂韧性参数增加或减少20%时,预测断裂结果的波动都在可接受的范围内。因此,基于微力学的校准断裂准则可用于预测单调载荷作用下接头的延性断裂萌生。随后,使用了由作者编辑的ABAQUS软件的用户子程序VUMAT。使用SMCS模型和VGM作为断裂判据,通过18个带切口的圆棒试样和两个焊接连接试样(在方形钢管柱和H型钢法兰之间)在不同位置断裂的断裂后荷载-位移曲线可以通过以下方式追踪:一一删除故障要素。预测结果与测试结果吻合良好。因此,这些基于微机械的校准断裂准则和相关的模拟技术可用于极端事件期间钢结构的倒塌分析。 (C)2015 Elsevier Ltd.保留所有权利。

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