Login Register
Volume 39 Issue 10
Oct.  2024
Turn off MathJax
Article Contents
Abstract
References
Article Navigation >  STEEL CONSTRUCTION(Chinese & English)  > 2024  >  39(10): 97-104
Yongjiu Shi, Xianglin Yu, Huiyong Ban. Research and Progress on Application of High Performance Steel[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(10): 97-104. doi: 10.13206/j.gjgS24071720
Citation: Yongjiu Shi, Xianglin Yu, Huiyong Ban. Research and Progress on Application of High Performance Steel[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(10): 97-104. doi: 10.13206/j.gjgS24071720
shu

Research and Progress on Application of High Performance Steel

doi: 10.13206/j.gjgS24071720

  • Department of Civil Engineering, Tsinghua University, Beijing 100084, China

  • Received Date: 2024-07-17
    Available Online: 2024-11-06
    Abstract
  • High performance structural steel with superior material properties such as high strength, high ductility, high toughness, better weldability, improved weather resistance and fire resistance, has been widely applied in building and bridge steel structures. Efficient and rational application of high-performance structural steel can significantly save steel and protective coatings, reduce production, transportation, and installation costs, decrease welding workload and carbon emissions. Further reducing the full life cycle operation and maintenance costs of steel structures. This paper focuses on the development and progress of high-performance structural steels such as high-strength steel, ultra-high strength steel, fire-resistant steel, and weathering steel. This paper reviews the relevant regulations on the application of high-strength steel in the current technical standard system of building and bridge steel structures, and analyzes the advantages of ultra-high strength steel grade of 690 MPa and above through engineering application cases.
    Recommendations are proposed for the research and development of structural systems using ultra-high strength steel, and drafting relevant structural design and construction standards.The advantages of high-performance steel can be further demonstrated in improving the fire and corrosion resistance of steel structures from the material level. The development trend of using weathering steel in bridge steel structures and fire-resistant steel in building steel structures is summarized. An innovative concept of steel structure using fire-resistant steel to form a "fire-resistant Steel + Concrete + Intumescent coating" (SCI) structural systems is proposed. The steel structural system without or with less fire-resistant coating can be realized, and the fire safety evaluation method of SCI structural system is suggested.
    The use of green and low-carbon high-performance steel to construct building and bridge structural systems is the new direction and advancement of the steel structure. Meanwhile the welding and bolt materials, as well as design fabricating and installation standards have been developed to promote the application of high-performance steel structure systems and contribute to the achievement of the national "dual carbon" strategic goals.
    • FullText(HTML)
    • References(28)
  • [1]
    Bjorhovde R. Development and use of high performance steel[J]. Journal of Constructional Steel, 2004, 60: 393-400.
    [2]
    Shi G, Hu F X, Shi Y J. Recent research advances of high strength steel structures and codification of design specification in China[J]. International Journal of Steel Structures, 2014, 14(4): 873-887.
    [3]
    石永久, 余香林, 班慧勇, 等. 高性能结构钢材与钢结构体系研究与应用[J]. 建筑结构, 2021, 51(17): 145-151.
    [4]
    Chung K F, Hu Y F, Xiao M, et al. Structural behavior of welded H-sections made of high-strength S690 steel plates and their applications in construction[G/OL]//Analysis and Design of Plated Structures. 2nd Ed. 2022: 539-591[2021-10-01]. https://doi.org/10.1016/B978-0-12-823570-6.00001-X.
    [5]
    Wang Z. Double-arch steel bridge for Cross Bay Link erected[N/OL]. [2021-02-26].https://www.chinadailyhk.com/hk/article/158935.
    [6]
    BSI. Eurocode 3-design of steel structures part 1-1: general rules and rules for buildings: BS EN 1993-1-1∶2022[S]. London: British Standards Institution, 2023.
    [7]
    Kuhlmann U, Schmidt-Rasche C, Jorg F, et al. Update on the revision of Eurocode 3[J]. Steel Construction, 2021, 14 (1): 2-13.
    [8]
    BSI. Hot rolled products of structural steel part 6: technical delivery conditions for flat products of high yield strength structural steels in the quenched and tempered condition: BS EN 10025-6∶2019[S]. London: British Standards Institution, 2019.
    [9]
    Chung K F. Effective use of high strength S690 to S960 steel in construction[J]. Hong Kong Engineer, 2022, 50: 8-18.
    [10]
    Collin P, Johansson B. Bridges in high strength steel[J]. IABSE Symposium Report, 2006, 92(4): 1-9.
    [11]
    ASTM International. Standard guide for estimating the atmospheric corrosion resistance of low alloy steels: G101-04[S]. West Conshohocken: ASTM International, 2020.
    [12]
    王春生, 张静雯, 段兰, 等. 长寿命高性能耐候钢桥研究进展与工程应用[J]. 交通运输工程学报, 2020, 20(1): 1-26.
    [13]
    BSI. Hot rolled products of structural steel part 5: technical delivery conditions for structural steels with improved atmospheric corrosion resistance:BS EN 10025-5∶2019 [S]. London: British Standards Institution, 2019.
    [14]
    ASTM International. Standard specification for structural steel for bridges:A709/A709M-21[S]. West Conshohocken: ASTM International, 2021.
    [15]
    Jennifer M, Harry W Shenton III, Dennis R, et al. National review on use and performance of uncoated weathering steel highway bridges[J]. Journal of Bridge Engineering, ASCE, 2014, 19(5), 04014009.
    [16]
    谢燚, 杨学军, 王远锋. 高强度螺栓在拉林铁路藏木雅鲁藏布江大桥上的应用[J]. 铁道建筑, 2018, 58(12): 54-56.
    [17]
    蒋周, 胡毅, 王晓科, 等. 冬奥会高山滑雪耐候钢焊接工艺应用[J]. 山西建筑, 2021, 47(16): 60-61.
    [18]
    鲁俊辉, 郭维维, 黄惠, 等. 超级耐候钢在光伏支架上的应用[J]. 科技与创新, 2024(11): 179-181.
    [19]
    Sakumoto Y, Yamagyuchi T, Ohashi M, et al. High-temperature properties of fire-resistant steel for buildings[J]. Journal of Structural Engineering, ASCE, 1992, 118(2): 393-407.
    [20]
    ASTM International. Standard specification for structural steel with improved yield strength at high temperature for use in buildings: A1077/A1077M-21[S]. West Conshohocken: ASTM International, 2021.
    [21]
    Sakumoto Y, Keira K, Furmura F, et al. Tests of fire-resistant bolts and joints[J]. Journal of Structural Engineering, ASCE, 1993, 119(11): 3131-3150.
    [22]
    BSI. Eurocode 1-action on structures part 1-2: action on structures exposed to fire:BS EN 1991-1-2∶2024[S]. London: British Standards Institution, 2024.
    [23]
    王文昊, 余香林, 程赟, 等. 耐火耐候钢·混凝土组合梁抗火性能试验研究[J]. 建筑结构, 2023, 53(12): 1-6.
    [24]
    BSI. Eurocode 3-design of steel structures part 1-2: structural fire design: BS EN 1993-1-2∶2024[S]. London: British Standards Institution, 2024.
    [25]
    袁继恒, 李忠波, 杨东, 等. Q460GJEZ35抗震耐蚀耐火特厚钢板的研发[J]. 钢结构(中英文), 2021, 36(3): 39-45.
    [26]
    何文涛, 刘楚涵, 王明, 等. 460FRW抗震耐蚀耐火钢材料性能及抗力分项系数研究[J]. 钢结构(中英文), 2021, 36(3

    ): 22-27.
    [27]
    王志明, 吕尚霖, 王鑫, 等. 建筑结构用抗震耐蚀耐火钢Q460FRW低温冲击韧性性能分析[J]. 钢结构(中英文), 2021, 36(3): 28-33.
    [28]
    王垒, 刘中华, 张伟, 等. SQ460FRW抗震耐蚀耐火钢气保焊焊接技术[J]. 电焊机, 2020, 50(5): 27-31.
    • Relative Articles

  • Relative Articles

    [1]Hai Gong, Le Liu, Jianhao Guo, Peijun Wang, Qiang Cui. Structural Design of Domestic Low-Mo Fire-Resistant Steel in Fire-Resistant Design of Tall Space Buildings Canopy[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(6): 31-41. doi: 10.3724/j.gjgS23122901
    [2]Mengfei Zhu, Ho-Cheung Ho, Hao Jin, Kwok-Fai Chung. Experimental Investigation into the Axial Compression of Welded Stocky Columns of Q690 and Q960 High Strength Steel[J]. STEEL CONSTRUCTION(Chinese & English), 2024, 39(5): 49-56. doi: 10.13206/j.gjgS24050107
    [3]Zhaoxin Hou, Chao Gong, Yanxia Zhang, Zihao Liang, Weiqiao Liang, Wujun Fang. New Development of High Strength Bolt Connections in Steel Structures[J]. STEEL CONSTRUCTION(Chinese & English), 2021, 36(1): 1-12. doi: 10.13206/j.gjgS20081901
    [4]Chang Chai, Yingchun Liu. Some Issus on Application for New National Standard GB/T 1591-2018 High Strength Low Alloy Structural Steel[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(6): 50-54. doi: 10.13206/j.gjgSE20051201
    [5]Fei Yin, Lu Yang, Gang Shi, Xiaolin Li. OVERVIEW OF RESEARCH PROGRESS FOR SEISMIC BEHAVIOR OF HIGH STRENGTH STEEL STRUCTURES[J]. STEEL CONSTRUCTION(Chinese & English), 2020, 35(3): 1-25. doi: 10.13206/j.gjgSE20010805
    • Supplements(0)
    • Cited By

  • Cited by

    Periodical cited type(1)

    1. 汪炜，任浩，张子瑜，傅中秋，吉伯海. 钢结构腐蚀损伤的点云局部曲面重构检测方法. 现代交通与冶金材料. 2025(01): 34-41 .

    Other cited types(0)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-032025-040255075100125
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 17.2 %FULLTEXT: 17.2 %META: 78.5 %META: 78.5 %PDF: 4.3 %PDF: 4.3 %FULLTEXTMETAPDF
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 43.8 %其他: 43.8 %其他: 0.9 %其他: 0.9 %Central District: 1.5 %Central District: 1.5 %China: 1.1 %China: 1.1 %上海: 2.1 %上海: 2.1 %伊利诺伊州: 0.6 %伊利诺伊州: 0.6 %佛山: 0.2 %佛山: 0.2 %内江: 0.4 %内江: 0.4 %北京: 3.0 %北京: 3.0 %十堰: 0.4 %十堰: 0.4 %南京: 0.4 %南京: 0.4 %南充: 0.6 %南充: 0.6 %南宁: 0.4 %南宁: 0.4 %南昌: 0.2 %南昌: 0.2 %厦门: 0.4 %厦门: 0.4 %合肥: 0.6 %合肥: 0.6 %哈尔滨: 0.2 %哈尔滨: 0.2 %天津: 0.2 %天津: 0.2 %宣城: 0.4 %宣城: 0.4 %宿州: 0.2 %宿州: 0.2 %常州: 0.4 %常州: 0.4 %广州: 0.4 %广州: 0.4 %张家口: 6.9 %张家口: 6.9 %徐州: 1.1 %徐州: 1.1 %成都: 0.6 %成都: 0.6 %扬州: 0.7 %扬州: 0.7 %文昌: 0.2 %文昌: 0.2 %无锡: 0.9 %无锡: 0.9 %昆明: 1.1 %昆明: 1.1 %晋城: 0.2 %晋城: 0.2 %杭州: 4.5 %杭州: 4.5 %柳州: 0.2 %柳州: 0.2 %武汉: 1.3 %武汉: 1.3 %法兰克福: 0.2 %法兰克福: 0.2 %泰州: 0.2 %泰州: 0.2 %济南: 0.2 %济南: 0.2 %温州: 0.2 %温州: 0.2 %漯河: 3.2 %漯河: 3.2 %石家庄: 0.2 %石家庄: 0.2 %福州: 1.7 %福州: 1.7 %芒廷维尤: 2.6 %芒廷维尤: 2.6 %芝加哥: 2.2 %芝加哥: 2.2 %葵涌: 0.6 %葵涌: 0.6 %衡水: 0.6 %衡水: 0.6 %西宁: 0.9 %西宁: 0.9 %西安: 0.2 %西安: 0.2 %运城: 0.2 %运城: 0.2 %邯郸: 0.2 %邯郸: 0.2 %郑州: 8.8 %郑州: 8.8 %重庆: 1.5 %重庆: 1.5 %长春: 0.4 %长春: 0.4 %青岛: 0.2 %青岛: 0.2 %其他其他Central DistrictChina上海伊利诺伊州佛山内江北京十堰南京南充南宁南昌厦门合肥哈尔滨天津宣城宿州常州广州张家口徐州成都扬州文昌无锡昆明晋城杭州柳州武汉法兰克福泰州济南温州漯河石家庄福州芒廷维尤芝加哥葵涌衡水西宁西安运城邯郸郑州重庆长春青岛

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (416) PDF downloads(23) Cited by(1)
    Proportional views
    Related

    Journal Online

    Author's Center

    Links

    版权所有 © 《工业建筑》杂志社有限公司

    京ICP备11033253号-1

    Supported by: Beijing Renhe Information Technology Co. Ltd     百度统计

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return