TY - JOUR
T1 - Recent Research Advances in High-Performance Steel Tubular Members
T2 - Material Properties, Stub Columns, and Beams
AU - Li, Yaohan
AU - Lee, Chi Chung
AU - Cai, Yancheng
N1 - Publisher Copyright:
© 2023 by the authors.
PY - 2023/11
Y1 - 2023/11
N2 - 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.
AB - 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.
KW - constitutive models
KW - cross-section capacity
KW - high-performance steel
KW - high-strength steel
KW - stainless steel
KW - structural beams
KW - stub columns
UR - http://www.scopus.com/inward/record.url?scp=85177847618&partnerID=8YFLogxK
U2 - 10.3390/buildings13112713
DO - 10.3390/buildings13112713
M3 - Article
AN - SCOPUS:85177847618
VL - 13
JO - Buildings
JF - Buildings
IS - 11
M1 - 2713
ER -