Fracture simulation of structural steel at elevated temperature using XFEM technique

2017 International Conference on Building Materials and Materials Engineering

材料科学;土木建筑工程

Cai, Wenyu^1

Hefei University of Technology, Hefei, China^1

关键词: Deformation capacity;    Elevated temperature;    Extended finite elements;    Fracture initiation;    Fracture simulations;    Generalized principles;    Logarithmic strain;    Recent researches;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/264/1/012012/pdf
DOI  :  10.1088/1757-899X/264/1/012012

来源: IOP

【 摘 要 】

Modeling fracture is important for predicting the actual behavior of structural steel in fire, where fracture of steel members is often the failure mode that affects the overall strength and deformation capacity of steel members. Therefore, in this paper, recent research on modeling steel fracture at elevated temperature is presented. Extended Finite Element (XFEM) together with fracture criterion of principle logarithmic strain is used to simulate the fracture behavior of three different types of tensile test specimens named MA, MB and MC made from American structural steel ASTM A992 at elevated temperature up to 1000°C. The simulation results are then compared with test results to validate the accuracy of simulations. In addition, study is conducted to evaluate how sensitive the predicted engineering stress-strain curves and fracture initiation point on the curves to the selected value of principle logarithmic strain at fracture. Finally, the generalized principle logarithmic strains at each temperature case are proposed for fracture simulation of ASTM A992 steel specimens.