Tensile stress-strain models for high strength steels

Wang，Xing Qiang1; Tao，Zhong1; Katwal，Utsab1; Hou，Chao2

2021-11-01

10.1016/j.jcsr.2021.106879

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH   影响因子和分区

0143-974X

In recent years, high strength steels (HSSs) with a minimum nominal yield stress of 460 MPa have been increasingly used in structural applications. An HSS may exhibit continuous or discontinuous yielding, depending on the chemical composition and manufacturing process and procedure. However, no criterion has been proposed in the literature to predict the occurrence of a yield plateau. Meanwhile, the ductility of HSSs is often limited, making it essential to predict their fracture for a safe design. However, existing stress-strain models used for HSSs cannot meet this need. To develop versatile stress-strain models for HSSs, 212 test curves are collected from open literature. In addition, four curves are obtained from tensile tests of two types of HSS produced in Australia (Bisalloy 80 and 400). By analysing the collected test data, a criterion is proposed to determine the occurrence of the yield plateau according to the yield stress of the steel and its carbon content. Two stress-strain models are then proposed for HSSs exhibiting continuous and discontinuous yielding, respectively. Moreover, predictions from the discontinuous model are also compared with the test data of conventional mild steel, proving that the model can also capture the stress-strain response of the conventional mild steel. Finally, the proposed models are used in the simulation of HSS coupons and beams, which proves the feasibility of the proposed HSS models for structural analysis.

Continuous yielding Discontinuous yielding High strength steel Strain hardening Stress-strain models Yield plateau

EI ; SCI

英语

其他

WOS:000703429800003

20213210750834

Forecasting ; Low carbon steel ; Steel testing ; Strain hardening ; Stress-strain curves ; Tensile strength ; Tensile testing ; Yield stress

Heat Treatment Processes:537.1 ; Steel:545.3 ; Materials Science:951

ENGINEERING

2-s2.0-85112616813

Scopus

1.Centre for Infrastructure Engineering,Western Sydney University,Penrith,2751,Australia
2.Department of Ocean Science and Engineering,Southern University of Science and Technology,Shenzhen,518055,China

Wang，Xing Qiang,Tao，Zhong,Katwal，Utsab,et al. Tensile stress-strain models for high strength steels[J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,2021,186.

Wang，Xing Qiang,Tao，Zhong,Katwal，Utsab,&Hou，Chao.(2021).Tensile stress-strain models for high strength steels.JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH,186.

Wang，Xing Qiang,et al."Tensile stress-strain models for high strength steels".JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH 186(2021).