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Mechanical Properties of Weld Joints of High-Strength Steel under Dynamic Loading

机译:动态载荷下高强度钢焊接接头的力学性能

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The paper represents a computational model for predicting the mechanical behavior of welded joints in steel constructions under dynamic load, taking into account the change in the properties of the steel in the welding zone. Plastic deformation localization and formation of cracks in welded joints subjected to tensile loading have been studied numerically. Numerical modeling confirms that the model proposed in the work can predict the strength and mechanical behavior of welded joints in steel constructions in a wide range of strain rates, taking into account the phase and granular structure in the weld area. The results confirm that residual stresses of ∼ 100–150 MPa do not significantly affect the formation of the fracture zone in arc welded joints of 09G2S steel subjected to dynamic loading. Fracture of considered welded joints exhibits ductile behavior at initial temperature of 295K and high strain rates. The results have shown that mesoscopic cracks nucleate in the heat-affected zone at effective strains above 12%.
机译:本文代表了一种计算模型,该模型可以考虑钢在焊接区域中的性能变化,从而预测钢结构在动态载荷下的焊接接头的机械性能。数值研究了拉伸载荷作用下焊接接头的塑性变形局部化和裂纹的形成。数值建模证实了该工作提出的模型可以预测钢结构中焊接接头在各种应变速率下的强度和机械性能,同时考虑了焊接区域的相和颗粒结构。结果证实,残余应力100〜150 MPa不会显着影响动态载荷下09G2S钢的弧焊接头的断裂区域的形成。所考虑的焊接接头断裂在295K的初始温度和高应变速率下表现出延性。结果表明,在高于12%的有效应变下,介观裂纹在热影响区成核。

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