考虑初始缺陷的Q235钢细观力学性能分析

    Analysis on Meso-mechanical Properties of Q235 Steel Considering Initial Defects

    • 摘要: 结构钢是一种应用广泛的工程结构材料,初始缺陷的损伤演化会严重影响结构的安全性能。以Q235钢为例,对单轴拉伸和循环加载制度下材料的力学性能进行试验研究。使用ABAQUS建立了考虑空穴缺陷的二维细观模型,以空穴扩张模型为失效判据,针对7种不同空穴体积分数和3种不同空穴直径的细观初始缺陷对材料的力学性能进行仿真分析。结果表明:采用细观力学有限元法建立的多孔随机分布的单胞模型能够较好地与试验结果相吻合;单轴拉伸作用下,试件应力-应变曲线上断裂点的位置随空穴体积分数的增大而提前;而空穴直径对试件断裂点的位置影响不明显。循环加载作用下,初始空穴体积分数对材料的循环硬化现象有较小影响;空穴直径对材料载荷-位移曲线的影响不明显。通过细观力学分析,考察了初始缺陷对Q235钢力学性能的影响,为预测结构钢的力学性能提供了细观力学的分析手段。

       

      Abstract: Structural steel is a widely used engineering material. The evolution of damage from initial defects can significantly affect the safety performance of structures. Taking Q235 steel as an example, the experimental research was conducted on the mechanical properties of materials under uniaxial tension and cyclic loading regimes. ABAQUS was used to establish a two-dimensional microstructure model of Q235 steel considering void defects. Using void expansion model as the failure criterion, simulated analysis was conducted on the mechanical performance of the material for seven different void volume fractions and three different void diameters of microscale initial defects. The results indicate that, the porous single-cell model with random distribution established using the micromechanical finite element method can closely match the experimental results. Under uniaxial tension, the position of the fracture point on the stress-strain curve of the specimen advances with the increase of void volume fraction, the influence of void diameter on the position of the fracture point of the specimen is not significant. Under cyclic loading, the initial void volume fraction has a minor impact on the cyclic hardening phenomenon of the material, the effect of the void diameter on the stress-strain response curve of the material is not significant. Through micromechanical analysis, the impact of initial defects on the mechanical properties of Q235 steel was examined, which can provide micromechanical analysis tools for predicting the mechanical performance of structural steel.

       

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