Experimental and Numerical Study on Ductile Fracture of Structural Steels under Combined Shear and Tension

被引:45
|
作者
Jia, Liang-Jiu [1 ,2 ]
Ge, Hanbin [3 ]
Shinohara, Kazuki [3 ]
Kato, Hiromu [3 ]
机构
[1] Tongji Univ, Res Inst Struct Engn & Disaster Reduct, Shanghai 200092, Peoples R China
[2] Meijo Univ, Adv Res Ctr Nat Disaster Risk Reduct, Tempaku Ku, 1-501 Shiogamaguchi, Nagoya, Aichi 4688502, Japan
[3] Meijo Univ, Dept Civil Engn, Tempaku Ku, 1-501 Shiogamaguchi, Nagoya, Aichi 4688502, Japan
关键词
Ductile fracture; True stress-true strain; Necking; Void growth model; Combined shear and tension; Structural steel; VOID GROWTH-MODEL; CRACK INITIATION; RUPTURE MECHANISMS; STRAIN; PREDICTION; DAMAGE; TRIAXIALITY; CRITERION; BEHAVIOR;
D O I
10.1061/(ASCE)BE.1943-5592.0000845
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ductile fracture of steel structural members under combined shear and tension was observed in past strong earthquakes, but studies on ductile fracture under the combined stress state have been very limited in the field of steel structures. This study aims to experimentally and numerically investigate the coupling effect of shear stress and tensile stress on ductile fracture of both mild steel and high-strength steel. Two series of specimens are manufactured in which they are under pure shear and combined shear and tension. Meanwhile, a generalized simulation process, including generalization of the whole stress-strain data up to the fracture and fracture parameter calibration using only tensile coupons, is proposed to simulate ductile fracture of different structural steels. The generalized simulation process is proven to be capable of simulating ductile fracture under the combined stress state with good accuracy and simplicity.
引用
收藏
页数:18
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