Recent Research Advances in High-Performance Steel Tubular Members: Material Properties, Stub Columns, and Beams

被引:0
作者
Li, Yaohan [1 ]
Lee, Chi-Chung [1 ]
Cai, Yancheng [1 ]
机构
[1] Hong Kong Metropolitan Univ, Dept Technol, Hong Kong, Peoples R China
关键词
constitutive models; cross-section capacity; high-performance steel; high-strength steel; stainless steel; stub columns; structural beams; HIGH-STRENGTH STEEL; STRESS-STRAIN CURVES; STAINLESS-STEEL; HOLLOW SECTIONS; RESIDUAL-STRESSES; STRUCTURAL DESIGN; FLEXURAL BEHAVIOR; SHEAR RESPONSE; CARBON-STEEL; X-JOINT;
D O I
10.3390/buildings13112713
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents recent advances in research on high-performance steel tubular members, including beams and columns. The term high-performance steel has been used for steels that have unparalleled characteristics such as high strength, cold formability, corrosion resistance, and ductility. Stainless steel (SS) and high-strength steel (HSS) are classified as high-performance steel. In the context of this paper, high-performance steel refers to SS and HSS, where HSS is with a nominal yield strength equal to or higher than 690 MPa. This paper initially illustrates the applications of high-performance steel as a construction material for buildings and infrastructures. Subsequently, the material properties of high-performance steel with constitutive models in response to the stress-strain curves are summarized. Furthermore, this paper reviews research on the structural performance of high-performance steel stub columns and beams and presents the associated design equations. Finally, insights into future work on the structural behavior of high-performance steel to promote its widespread use for building and infrastructure construction are provided.
引用
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页数:22
相关论文
共 136 条
  • [1] The continuous strength method for structural stainless steel design
    Afshan, S.
    Gardner, L.
    [J]. THIN-WALLED STRUCTURES, 2013, 68 : 42 - 49
  • [2] Strength enhancements in cold-formed structural sections - Part I: Material testing
    Afshan, S.
    Rossi, B.
    Gardner, L.
    [J]. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2013, 83 : 177 - 188
  • [3] Experimental Study of Cold-Formed Ferritic Stainless Steel Hollow Sections
    Afshan, S.
    Gardner, L.
    [J]. JOURNAL OF STRUCTURAL ENGINEERING, 2013, 139 (05) : 717 - 728
  • [4] AISI (American Iron and Steel Institute), 2016, S10016 AISI
  • [5] [Anonymous], 2002, SEIASCE802
  • [6] [Anonymous], 2015, Eurocode 3. Design of Steel StructuresPart 1.4: General RulesSupplementary Rules for Stainless Steels
  • [7] [Anonymous], 2005, USE APPL HIGH PERFOR
  • [8] [Anonymous], 2009, EN 100256
  • [9] [Anonymous], 2008, AS 3597
  • [10] [Anonymous], 1996, ENV 1993-1-4