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A load-deformation formulation with fracture representation based on the J-R curve for tubular joints

机译:基于J-R曲线的管状接头具有断裂表示的载荷-变形公式

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This study presents a new fracture formulation to describe the ductile tearing and unstable fracture failure for circular hollow section (CHS) joints under monotonically increasing brace tension. The initiation of the ductile tearing occurs when the crack driving force in an assumed initial shallow crack reaches the material fracture roughness determined from a standard fracture toughness test. The joint behavior prior to the ductile crack initiation follows a previously proposed nonlinear formulation based on the latest strength equations recommended by the International Institute of Welding. The load-deformation characteristics beyond the crack initiation assume that the energy release rate and the amount of crack extension adhere to the experimentally measured J-R curve, prior to the unstable fracture failure. Unstable fracture, which leads to the total loss of the joint capacity, occurs when the crack driving force reaches the maximum fracture resistance determined from the J-R curve test. The proposed load-deformation representation for tubular joints, when implemented in the large-scale K-frame pushover analysis with a material fracture toughness test, predicts successfully the global frame response governed by the joint fracture failure, as observed in the frame test.
机译:这项研究提出了一种新的断裂公式,用于描述在单调增加支撑力的情况下圆形空心截面(CHS)接头的韧性撕裂和不稳定断裂破坏。当假定的初始浅裂纹中的裂纹驱动力达到根据标准断裂韧性测试确定的材料断裂粗糙度时,就会发生延性撕裂。延性裂纹萌生之前的接头行为遵循国际焊接协会建议的基于最新强度方程的先前提出的非线性公式。超出裂纹萌生的载荷-变形特性假定,在不稳定的断裂破坏之前,能量释放速率和裂纹扩展量均符合实验测量的J-R曲线。当裂纹驱动力达到根据J-R曲线测试确定的最大抗断裂性时,就会发生不稳定断裂,从而导致接头能力的完全丧失。当在大型K框架推覆分析中使用材料断裂韧性测试实施时,建议的管状接头载荷-变形表示法可以成功预测由接头断裂破坏控制的整体框架响应,如框架测试中所观察到的。

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