应力状态对结构钢断裂影响的试验研究

Yuping Sun, Hui Li, Z. Teng, Wu-zhou Wang
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摘要

为研究三轴应力作用下的裂纹机理及结构钢的断裂设计,对8 Q345缺口钢筋进行了断裂试验和数值模拟。试验结果表明,裂纹在孔口边缘和缺口杆最小截面处萌生,沿垂直加载方向迅速扩展;且具有明显的剪切断裂痕迹,断裂面明显为剪切引起的韧性断裂,三轴应力在最危险断面厚度中心点和缺口中心位置最大。通过对带孔钢筋的模拟断裂应力场分析,表明结构钢的断裂强度与应力三轴性有密切关系,应用断裂应力场回归分析,得到了断裂强度与应力三轴性的关系表达式。通过以应力三轴性σm /σe为基本物理量,进一步定量分析表明,结构钢断口的等效应变与断口表面的平均应力三轴性有密切关系,基于回归分析,得到相应的关系曲线。
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Experiment study and the Influence of the stress state to structure steel fracture
In order to study crack mechanism in stress triaxiality and fracture design of structure steel, the fracture experiments and numerical simulations were performed on 8 Q345 notched bar. Test results showed that crack initiated at the edge of the hole and the minimum section of the notched bars, quickly propagating perpendicular to loading direction. And that had obviously shear fracture trace, the fracture plane was ductile rupture induced apparently by shear stress, Triaxial stress reaches maximum at most dangerous section thickness center point and the center of the location of the notch. Through the analysis of simulated fracture stress field to the bar with holes indicated that fracture strength of structural steel and stress triaxiality have close relations, Application fracture of stress field of regression analysis, the relation expression between the fracture strength and stress triaxiality is obtained. By taking the stress triaxiality σm /σe for basic physical quantity, further quantitative analysis show that structural steel fracture with the equivalent strain and fracture surface of the average stress triaxiality have close relations, based on regression analysis, get the corresponding relation curves.
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