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690至960兆帕高强钢工程应用发展与成果

钟国辉,  何浩祥,  胡亦非

钟国辉, 何浩祥, 胡亦非. 690至960兆帕高强钢工程应用发展与成果[J]. 钢结构(中英文), 2026, 41(10): 52-64. doi: 10.13206/j.gjgS26091245
引用本文: 钟国辉, 何浩祥, 胡亦非. 690至960兆帕高强钢工程应用发展与成果[J]. 钢结构(中英文), 2026, 41(10): 52-64. doi: 10.13206/j.gjgS26091245
Chung Kwok-Fai, Ho Ho-Cheung, Hu Yifei. Development and Achievements in the Engineering Application of 690-960 MPa High-Strength Steels[J]. STEEL CONSTRUCTION(Chinese & English), 2026, 41(10): 52-64. doi: 10.13206/j.gjgS26091245
Citation: Chung Kwok-Fai, Ho Ho-Cheung, Hu Yifei. Development and Achievements in the Engineering Application of 690-960 MPa High-Strength Steels[J]. STEEL CONSTRUCTION(Chinese & English), 2026, 41(10): 52-64. doi: 10.13206/j.gjgS26091245

690至960兆帕高强钢工程应用发展与成果

doi: 10.13206/j.gjgS26091245
基金项目: 

中国钢结构协会团体标准编制项目。

详细信息
    作者简介:

    钟国辉,博士,教授,主要从事钢结构和钢-混凝土组合结构研究。Email:kfchung@hkcmsa.org

Development and Achievements in the Engineering Application of 690-960 MPa High-Strength Steels

  • 摘要: 当前,全球建筑基建行业加速向绿色低碳、高效集约、智能升级方向转型,钢结构作为现代基建的核心载体,是落实国家“碳中和”战略、推动建筑产业现代化的关键抓手。以Q690、Q960为代表的国产高强钢材,具备强重比优异、用材精简、低碳节能等多重优势,是新时期大型、大跨度、轻量化基建工程的优选材料。但长期以来,各国钢结构设计标准不统一、高强钢焊接工艺难度高、传统设计理论偏保守三大难题,制约了高强钢的规模化、国际化落地,其优异的工程价值与潜力未能充分发挥。为此,系统梳理了国家钢结构工程技术研究中心香港分中心在高强钢技术研发、工艺优化、国际标准对接、标杆工程建设等方面的核心成果,全面展现国产高强钢结构的创新突破与应用价值,展望行业未来发展方向,以期为国内钢结构产业升级、国产钢材出海推广提供重要实践参考。
  • [1] Chung K F,Chiew S P,Lee H Y. Selection of equivalent steel materials to European steel materials specificiations[M]. Hong Kong:Hong Kong Construction Metal Structures Association,2015.
    [2] Chung K F,Yam M C H,Ho H C. Technical guide:effective design and construction to structural Eurocodes:EN 1993-1-1 design of steel structures[M]. Hong Kong:Construction Industry Council,2015.
    [3] CEN. Eurocode-basis of structural design:BS EN 1990 ∶2002[S]. Brussels:CEN,2002.
    [4] CEN. Eurocode 1:actions on structures-part 1-1:general actions-densities,self-weight,imposed loads for buildings:BS EN 1991-1-1 ∶2002[S]. Brussels:CEN,2002
    [5] CEN. Eurocode 3-design of steel structures-part 1-1:general rules and rules for buildings:BS EN 1993-1-1 ∶2003[S]. Brussels:CEN,2004.
    [6] CEN. Hot rolled products of structural steels-part 1:general technical delivery conditions:BS EN 10025-1 ∶2004[S]. Brussels:CEN,2004.
    [7] CEN. Hot finished structural hollow sections of non-alloy and fine grain steels-part 1:technical delivery conditions:BS EN 10210-1 ∶2006[S]. Brussels:CEN,2006.
    [8] CEN. Cold-formed welded structural hollow sections of non-alloy and fine grain steels-part 1:technical delivery conditions:BS EN 10219-1 ∶2006[S]. Brussels:CEN,2006.
    [9] Chung K F,Ho H C,Hu Y F,et al. Technical guide:effective design and construction to structural Eurocodes:EN 1993-1-1 design of steel structures-S235 to S690[M]. 2nd ed. Hong Kong:Construction Industry Council,2021.
    [10] Chung K F,Feng W,Wang Y C,et al. Introduction to Chinese steel construction industry:steel production and technical specifications[M]. Hong Kong:CNERC,2021.
    [11] CEN. Eurocode 3-design of steel structures-part 1-12:additional rules for the extension of EN 1993 up to steel grades S700:BS EN 1993-1-12 ∶2007[S]. Brussels:CEN,2007.
    [12] Chung K F,Ho H C,Hu Y F,et al. Experimental evidence on structural adequacy of high strength S690 steel welded joints with different heat input energy[J]. Engineering Structures,2020,204:110051.
    [13] Ho H C,Chung K F,Huang M X,et al. Mechanical properties of high strength S690 steel welded sections through tensile tests on heat-treated coupons[J]. Journal of Constructional Steel Research,2020,166:105922.
    [14] Zhu M F,Chung K F,Hu Y F,et al. Numerical simulation considering phase transformations on stocky columns of high strength S960 steel welded box sections under compression[J]. Engineering Structures,2025,332:120095.
    [15] Jin H,Zhu M F,Wang Y C,et al. Investigation into mechanical properties of heat-affected zones in high strength S690 steel welded sections[J]. Engineering Structures,2025,331:119962.
    [16] Lin X M,Yam M C H,Chung K F,et al. A study of net-section resistance of high strength steel bolted connections[J]. Thin-Walled Structures,2021,159:107284.
    [17] Lin X M,Yam M C H,Chung K F,et al. Experimental and numerical study on net section resistance of high strength steel staggered bolted connections[J]. Engineering Structures,2021,247:113111.
    [18] 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. analysis and Design of Plated Structures[M]. Cambridge:Woodhead Publishing,2022:539-591.
    [19] Wang K,Xiao M,Chung K F,et al. Lateral torsional buckling of partially restrained beams of high strength S690 welded I-sections[J]. Journal of Constructional Steel Research,2021,184:106777.
    [20] Hu Y F,Xiao M,Chung K F,et al. Experimental investigation into high strength S690 cold-formed circular hollow sections under compression[J]. Journal of Constructional Steel Research,2022,194:107306.
    [21] Xiao M,Hu Y F,Chung K F,et al. Advanced numerical simulations on S690 cold-formed square hollow sections under compression[J]. Journal of Constructional Steel Research,2024,212:108303.
    [22] Hu Y F,Chung K F,Ban H,et al. Structural testing and numerical modelling of T-joints between cold-formed S690 circular hollow sections under brace in-plane bending[J]. Engineering Structures,2022,250:113317.
    [23] SCI. 国家钢结构工程技术研究中心香港分中心高强度钢结构研究工作综述(2015至2021年):SCI RT 1907[R]. Ascot,Berkshire:Silwood Park,2022.
    [24] SCI. High strength steel structures:a review of international research and design recommendations:SCI RT 1908[R]. Ascot,Berkshire:Silwood Park,2022.
    [25] SCI. 面向中国市场的高强度钢结构设计与建造指南:SCI-RT1925[R]. 中英文版. Ascot,Berkshire: Silwood Park,2023.
    [26] Buildings Department. Code of practice for structural use of steel 2011[ S]. Hong Kong:Buildings Department,2023.
    [27] 中国工程建设标准化协会. 高性能建筑钢结构应用技术规程:T/CECS 599—2019[S]. 北京:中国建筑工业出版社,2019.
    [28] 中华人民共和国住房和城乡建设部. 高强钢结构设计标准:JGJ/T 483—2020[S]. 北京:中国建筑工业出版社,2020.
    [29] 中国钢结构协会. 690MPa~960MPa 高强钢结构设计标准:T/CSCS 084—2026

    [S]. 北京:中国钢结构协会,2026.
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  • 收稿日期:  2026-09-12

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