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Volume 51 Issue 1
Apr.  2021
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ZHANG Hailong, ZHAO Xuehang, LI Haifeng. STUDY ON MECHANICAL PROPERTIES OF PERFORATED HIGH-STRENGTH STEEL PLATES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 157-162,199. doi: 10.13204/j.gyjzG20022712
Citation: ZHANG Hailong, ZHAO Xuehang, LI Haifeng. STUDY ON MECHANICAL PROPERTIES OF PERFORATED HIGH-STRENGTH STEEL PLATES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(1): 157-162,199. doi: 10.13204/j.gyjzG20022712

STUDY ON MECHANICAL PROPERTIES OF PERFORATED HIGH-STRENGTH STEEL PLATES

doi: 10.13204/j.gyjzG20022712
  • Received Date: 2020-05-20
    Available Online: 2021-04-30
  • Taking Q460 and Q600 high-strength steel as research objects, the mechanical properties of 14 perforated high-strength steel specimens under uniaxial tension were tested. The damage characteristics, stress-strain hysteresis curves and corresponding energy dissipation of specimens were analyzed in detail. The results showed that the fracture of non-perforated specimens accompanied apparent necking; as stress concentration, the opening positions were the weakest parts destroyed for specimens. Q600 steel reflected the advantage of more higher strength, energy dissipation capability and ductility than that of Q460 steel. Increasing the thickness could improve the ultimate strength, plastic deformation capacity and energy dissipation capacity of the steels. The mechanical properties would be reduced to a certain extent because of perforation. The influence of the openings on energy dissipation capability was obvious. Comparing with the specinens with openings perpendicaular to the tensile direction, the specimens with openings along the tensile direction were of better capability of energy dissipation.
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  • 施刚,班慧勇,石永久,等. 高强度钢材钢结构研究进展综述[J]. 工程力学, 2013, 30(1):1-13.
    杨璐,尹飞,施钢,等. 高强度钢材钢结构抗震研究进展综述[J]. 钢结构,2020,35(3):1-12.
    王卫永,闫守海. 高强度Q460钢高温蠕变性能[J]. 同济大学学报(自然科学版), 2016, 44(6):830-837.
    王萌,钱凤霞,杨维国. 低屈服点钢材与Q345B和Q460D钢材本构关系对比研究[J]. 工程力学, 2017, 34(2):60-68.
    张春涛,朱泓杰,王汝恒. Q690高强钢疲劳损伤后力学性能试验研究[J/OL]. 建筑结构学报, http://doi.org/10.14006lj.jzjgxb.2019.0556.
    廖芳芳,王睿智,李文超,等. Q460钢基于微观机制的延性断裂判据研究[J]. 西安建筑科技大学学报(自然科学版), 2016, 48(4):535-543.
    王元清,林云,石永久. 高强钢Q460C对接焊缝低温冲击韧性试验[J]. 沈阳建筑大学学报(自然科学版), 2015, 31(6):971-980.
    王恒,刘肖,倪广县. 应力比对E690高强钢腐蚀疲劳裂纹扩展影响的试验研究[J]. 热加工工艺, 2019, 48(10):79-82.
    桂良进,张晓前,周驰,等. 各向异性高强钢成形极限曲线有限元预测[J]. 清华大学学报(自然科学版), 2019, 59(1):66-72.
    刘启明,许祥平,邹家生. Q960E高强钢焊接试验研究[J]. 焊接技术, 2017, 46(2):27-30.
    马国,黄松,张立平,等. T750GJ高强钢焊接接头组织与力学性能研究[J]. 热加工工艺, 2017, 46(23):239-241.
    AKIYAMA E, MATSUKADO K, WANG M, et al. Evaluation of Hydrogen Entry into High Strength Steel Under Atmospheric Corrosion[J]. Corrosion Science, 2010, 52(9):2758-2765.
    NAKAJIMA M, TOKAJI K, ITOGA H, et al. Effect of Loading Condition on Very High Cycle Fatigue Behavior in a High Strength Steel[J]. International Journal of Fatigue, 2010, 32(2):475-480.
    CHIEW S P, ZHAO M S, LEE C K. Mechanical Properties of Heat-Treated High Strength Steel Under Fire/post-Fire Conditions[J]. Journal of Constructional Steel Research, 2014, 98:12-19.
    全国钢标准化技术委员会.金属材料拉伸试验第1部分:室温试验方法:GB/T 228.1-2010[S]. 北京:中国标准出版社, 2010.
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