Mechanical Properties of Q460 High-Strength Steel with Holes under High-Strain Cyclic Tensile Loading

被引：0
|
作者：
Luo W. [1 ]
Li H. [1 ,2 ]
Cao B. [1 ]
机构：
[1] College of Civil Engineering, Huaqiao University, Xiamen
[2] Key Laboratory for Intelligent Infrastructure and Monitoring of Fujian Province, Huaqiao University, Xiamen
来源：
Jianzhu Cailiao Xuebao/Journal of Building Materials | 2021年 / 24卷 / 06期
关键词：
Cyclic tensile loading; Energy dissipation; Opening steel plate; Q460 high‑strength steel;
D O I：
10.3969/j.issn.1007-9629.2021.06.022
中图分类号：
学科分类号：
摘要：
The mechanical properties of Q460 high‑strength steel specimens were tested under both monotonic and repeated tensile loading. The quantity of holes, the position of holes and the loading patterns were set as the main factors to explore their influence on failure mode, ultimate tensile strength, stress cycling characteristic and energy dissipation capability of specimens. Experimental results show that the opening holes have a significant effect on mechanical properties of Q460 specimen. Specimens with holes present obvious stress concentration phenomenon around the holes. The energy dissipation capacity and elongation of unopened specimens are much greater than those of specimens with holes. Compared with the holes along the long axis of specimen, the holes along the short axis have a more significant effect on mechanical properties of Q460 steel. Furthermore, with the same quantity of openings and opening positions, the strain amplitude of loading pattern has a greater influence on mechanical properties of specimen, and the energy dissipating capacity decreases with the increase of the strain amplitude. © 2021, Editorial Department of Journal of Building Materials. All right reserved.
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页码：1291 / 1299
页数：8
相关论文
共 17 条
  • [1] SHI Gang, WANG Yuanqing, SHI Yongjiu, Behavior of high strength steel columns under axial compression, Journal of Building Structures, 30, 2, (2009)
  • [2] SUN Feifei, XIE Liming, CUI Wei, Et al., Experimental study on material properties of Q460 high strength steel under monotonic and cyclic loading, Journal of Building Structures, 34, 1, (2013)
  • [3] SHI Gang, WANG Fei, DAI Guoxin, Et al., Experimental study of high strength structural steel Q460D under cyclic loading, China Civil Engineering Journal, 45, 7, (2012)
  • [4] DAI Guoxin, WANG Fei, SHI Gang, Et al., Comparison of monotonic and cyclic performances of structural steel Q345 and Q460, Industrial Construction, 42, 1, (2012)
  • [5] LIU Jia, Study on extremely low cycle fatigue ductility fracture of Q460 steel and weld zone, (2018)
  • [6] JEOM K P., Ultimate strength of perforated steel plates under combined biaxial compression and edge shear loads, Thin‑Walled Structures, 46, 2, (2008)
  • [7] EL-SAWY K M, NAZMY A S, MARTINI M I., Elasto‑plastic buckling of perforated plates under uniaxial compression, Thin‑Walled Structures, 42, 8, (2004)
  • [8] AYDIN KOMUR M, SONMEZ M., Elastic buckling behavior of rectangular plates with holes subjected to partial edge loading, Journal of Constructional Steel Research, 112, pp. 54-60, (2015)
  • [9] GONG Chen, ZHOU Yun, ZHONG Genquan, Et al., Performance of perforated steel‑plate assembled buckling‑restrained brace with different perforated parameters, Journal of Building Structures, 39, (2018)
  • [10] ZHOU Chao, XIAO Hongfei, Study of the plane elastic tensile stiffness of perforated steel plates, Steel Structure, 31, 6, (2016)
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