Experimental and Fracture Model Study of Q690D Steel Under Various Stress Conditions

被引:7
作者
Huang, Xuewei [1 ]
Ge, Jianzhou [1 ]
Zhao, Jun [1 ]
Zhao, Wei [1 ]
机构
[1] Zhengzhou Univ, Sch Mech & Engn Sci, Zhengzhou 450000, Henan, Peoples R China
基金
中国国家自然科学基金; 国家重点研发计划;
关键词
Q690D high strength structural steel; Stress triaxiality; Lode parameter; Ductile fracture; Void growth model;
D O I
10.1007/s13296-021-00456-3
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The fracture failure of high-strength steel has an important relationship with the stress state. In order to predict the fracture failure of high-strength steel under different stress conditions, based on the void growth model (VGM), a fracture model which comprehensively considers the effect of stress triaxiality and the Lode parameter on fracture failure is proposed and is called LVGM. A batch of Chinese Q690D high strength steel round rods and plate shaped specimens reflecting different stress states were processed, and the monotonic tensile tests, the scanning electron microscopy tests and the finite element calculation were carried out to study the crack initiation of the specimens. The microscopic mechanism of the fracture damage of the specimens was analyzed. Based on the fracture test results of the specimens and the corresponding finite element analysis, the LVGM parameters of the Q690D high strength steel were calibrated. Finally, the LVGM was used to predict the crack initiation and fracture failure process of the specimens with initial gap. The prediction results are in good agreement with the experimental results, and the LVGM has better prediction accuracy than the VGM.
引用
收藏
页码:561 / 575
页数:15
相关论文
共 28 条
[1]   A new model of metal plasticity and fracture with pressure and Lode dependence [J].
Bai, Yuanli ;
Wierzbicki, Tomasz .
INTERNATIONAL JOURNAL OF PLASTICITY, 2008, 24 (06) :1071-1096
[2]   Overall buckling behavior of 460 MPa high strength steel columns: Experimental investigation and design method [J].
Ban, Huiyong ;
Shi, Gang ;
Shi, Yongjiu ;
Wang, Yuanqing .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2012, 74 :140-150
[3]   Research Progress on the Mechanical Property of High Strength Structural Steels [J].
Ban, Huiyong ;
Shi, Gang ;
Shi, Yongjiu ;
Wang, Yuanqing .
ADVANCED BUILDING MATERIALS, PTS 1-4, 2011, 250-253 (1-4) :640-648
[4]   Ductile failure of X100 pipeline steel - Experiments and fractography [J].
Ghajar, Rahmatollah ;
Mirone, Giuseppe ;
Keshavarz, Arash .
MATERIALS & DESIGN, 2013, 43 :513-525
[5]   CONTINUUM THEORY OF DUCTILE RUPTURE BY VOID NUCLEATION AND GROWTH .1. YIELD CRITERIA AND FLOW RULES FOR POROUS DUCTILE MEDIA [J].
GURSON, AL .
JOURNAL OF ENGINEERING MATERIALS AND TECHNOLOGY-TRANSACTIONS OF THE ASME, 1977, 99 (01) :2-15
[6]   A continuous damage model of Q690D steel considering the influence of Lode parameter and its application [J].
Huang, Xuewei ;
Ge, Jianzhou ;
Zhao, Jun ;
Zhao, Wei .
CONSTRUCTION AND BUILDING MATERIALS, 2020, 262
[7]   A cumulative damage model for extremely low cycle fatigue cracking in steel structure [J].
Huang, Xuewei ;
Zhao, Jun .
STRUCTURAL ENGINEERING AND MECHANICS, 2017, 62 (02) :225-236
[8]   Prediction of fracture behavior of beam-to-column welded joints using micromechanics damage model [J].
Huang, Xuewei ;
Tong, Lewei ;
Zhou, Feng ;
Chen, Yiyi .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2013, 85 :60-72
[9]   Ductile crack initiation and propagation of structural steels under cyclic combined shear and normal stress loading [J].
Jia, Liang-Jiu ;
Ikai, Toyoki ;
Shinohara, Kazuki ;
Ge, Hanbin .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 112 :69-83
[10]   Experimental and Numerical Study on Ductile Fracture of Structural Steels under Combined Shear and Tension [J].
Jia, Liang-Jiu ;
Ge, Hanbin ;
Shinohara, Kazuki ;
Kato, Hiromu .
JOURNAL OF BRIDGE ENGINEERING, 2016, 21 (05)