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

Author:

Li Yaohan1ORCID,Lee Chi-Chung1ORCID,Cai Yancheng1ORCID

Affiliation:

1. Department of Construction and Quality Management, Hong Kong Metropolitan University, Hong Kong SAR, China

Abstract

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.

Funder

Hong Kong Metropolitan University

Hong Kong SAR, RGC Faculty Development Scheme

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

Reference137 articles.

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