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Experiment study and the Influence of the stress state to structure steel fracture

机译:应力状态对结构钢断裂影响的实验研究

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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.
机译:为了研究应力三轴性的裂纹机理和结构钢的断裂设计,对8根Q345槽形钢筋进行了断裂实验和数值模拟。测试结果表明,裂纹在孔的边缘和带缺口的钢筋的最小截面处开始,并垂直于载荷方向迅速扩展。并且具有明显的剪切断裂痕迹,断裂面明显是由剪切应力引起的韧性断裂,三轴应力在最危险的断面厚度中心点和缺口位置的中心达到最大。通过对带孔钢筋的模拟断裂应力场的分析表明,结构钢的断裂强度与应力三轴性密切相关,对应力场的应用断裂进行回归分析,得到断裂强度与应力三轴性的关系式。通过以应力三轴度σm/σe为基本物理量,进一步的定量分析表明,结构钢的断裂与等效应变和断裂面的平均应力三轴度有密切的关系,在回归分析的基础上,得到相应的关系曲线。

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