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Volume 56 Issue 4
Apr.  2026
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CHEN Ming, HU Fangqi, GENG Yu, HUANG Yuxi, GAO Peng, ZHANG Xianggyu. Experimental Study on Effect of Open Hole Defects on Mechanical Properties of Q355B Steel Plate[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(4): 274-284. doi: 10.3724/j.gyjzG23110212
Citation: CHEN Ming, HU Fangqi, GENG Yu, HUANG Yuxi, GAO Peng, ZHANG Xianggyu. Experimental Study on Effect of Open Hole Defects on Mechanical Properties of Q355B Steel Plate[J]. INDUSTRIAL CONSTRUCTION, 2026, 56(4): 274-284. doi: 10.3724/j.gyjzG23110212

Experimental Study on Effect of Open Hole Defects on Mechanical Properties of Q355B Steel Plate

doi: 10.3724/j.gyjzG23110212
  • Received Date: 2023-11-02
    Available Online: 2026-06-06
  • Publish Date: 2026-04-20
  • In order to explore the influence of open holes on the monotonic mechanical properties of Q355B cold-formed high-strength steel plate, 8 groups of test samples were designed for each thickness, using 2 mm and 3 mm thick specimen steel plates, and 3 parallel samples were set up for mechanical test tests in each group. Then the influence of the thickness of the specimen, the number and type of holes on mechanical properties of the specimen were discussed by analyzing the stress-strain curve of the specimen. On this basis, the finite element analysis software was used to create a model of an open-hole specimen. The model was then compared with the results of the material properties test to validate its accuracy and reliability. This process is convenient for subsequent development and research. The test results show that the unopened specimen has an obvious necking phenomenon near the fracture of the open-hole specimen, and the failure and stress concentration phenomenon occur near the hole of the open specimen. Under the premise of the same type of open-hole specimen, the greater the thickness of the specimen, the stronger the capacity of resisting the damage of the open-hole defect; the greater the thickness, the better the mechanical properties such as ductility and energy dissipation capacity; With the increase of the opening diameter, the strength index and deformation ability of the specimen were reduced, but its influence on the elongation was increased; Specimens with hole openings arranged along the direction of external force had a better energy dissipation capacity than specimens with hole openings perpendicular to the direction of external force.
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  • [1]
    李元齐,徐厚军. 我国冷弯型钢结构发展现状及展望[J]. 建筑结构,2019,49(19):91-101.
    [2]
    周绪红. 冷弯型钢结构研究进展[J]. 钢结构(中英文),2020,35(1):1-19.
    [3]
    胡亚山,庄典,朱可,等. 混凝土结构与钢结构变电站建筑全生命周期碳排放对比研究[J]. 建筑科学,2022,38(12):275-282.
    [4]
    孙静,薛小杰. 基于实例分析的绿色钢结构抗震与环保性能研究[J]. 地震工程学报,2019,41(6):1665-1670.
    [5]
    BENHAMENA A,AMROUCHE A,TALHA A,et al. Effect of contact forces on fretting fatigue behavior of bolted plates:numerical and experimental analysis[J]. Tribology International,2012,48:237-245.
    [6]
    BENHAMENA A,TALHA A,BENSEDDIQ N,et al. Effect of clamping force on fretting fatigue behaviour of bolted assemblies:Case of couple steel-aluminum[J]. Materials Science and Engineering A,2010,527(23):6413-6421.
    [7]
    周超. 开孔钢板拉伸试验研究[J]. 山西建筑,2018,44(12):29-30.
    [8]
    周超,肖红飞. 开孔钢板的平面弹性抗拉刚度研究[J]. 钢结构,2016,31(6):23-27.
    [9]
    张海龙,赵雪航,李海锋. 开孔高强钢板材料力学性能的试验研究[J]. 工业建筑,2021,51(1):157-162.
    [10]
    DEVI S V,SINGH T G,SINGH K D. Cold-formed steel square hollow members with circular perforations subjected to torsion[J]. Journal of Constructional Steel Research,2019,162:105730.
    [11]
    GUSELLA F,LAVACCHINI G,ORLANDO M,et al. Axial response of cold-formed steel bracing members with holes[J]. Journal of Constructional Steel Research,2019,161:70-85.
    [12]
    罗文伟,李海锋,曹宝安. 开孔Q460高强钢在大应变循环拉伸下的力学性能[J]. 建筑材料学报,2021,24(6):1291-1299.
    [13]
    谢彩霞,李海锋,吕琨德,等. 单调及循环拉伸下开孔Q235钢材力学性能试验研究[J]. 建筑结构,2020,50(2):107-112.
    [14]
    李海锋,曹宝安,罗文伟. 开孔Q460高强钢板在低周疲劳加载下的力学性能试验研究[J]. 工程科学与技术,2021,53(4):73-83.
    [15]
    全国钢标准化技术委员会. 低合金高强度结构钢:GB/T 1591—2018[S]. 北京:中国标准出版社,2018.
    [16]
    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—2021[S]. 北京:中国标准出版社. 2021.
    [17]
    中华人民共和国住房和城乡建设部. 钢结构设计标准:GB 50017—2017[S]. 北京:中国建筑工业出版社,2018.
    [18]
    中华人民共和国住房和城乡建设部. 冷弯型钢结构技术标准:GB/T 50018—2025[S]. 北京:中国计划出版社,2025.
    [19]
    LI H F,LYU K D,CUI R S. Seismic behavior of eccentrically compressed steel-box bridge-pier columns with embedded energy-dissipating shell plates[J]. Bulletin of Earthquake Engineering,2020,18(7):3401-3432.
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