Performance and design of steel structures reinforced with FRP composites: A state-of-the-art review

Files

hdl_137017.pdf (4.43 MB)
  (Published version)

Date

2022

Authors

Tafsirojjaman, T.
Ur Rahman Dogar, A.
Liu, Y.
Manalo, A.
Thambiratnam, D.P.

Editors

Advisors

Journal Title

Journal ISSN

Volume Title

Type:

Journal article

Citation

Engineering Failure Analysis, 2022; 138

Statement of Responsibility

T. Tafsirojjaman, Attiq Ur Rahman Dogar, Yue Liu, Allan Manalo, David P. Thambiratnam

Conference Name

Abstract

Fiber-reinforced polymer (FRP) composite materials have gained popularity in civil, mechanical, aircraft, and chemical engineering domains due to their superior mechanical properties and durability. They have been used for strength and durability enhancements of civil structures and a wide range of steel structures subject to static (flexure, compression) and dynamic (fatigue, impact, and seismic) loads have been strengthened and retrofitted. The strength enhancement provided by FRP composites to steel structures depends on several parameters including fiber types, fiber orientations, number of fiber layers, steel section types (geometry and grade), member slenderness etc. Although the superior properties of FRP are sometimes affected by severe environmental conditions that the structures are exposed to, these adverse effects can be minimized. This paper provides a comprehensive review of various techniques to improve the performance and design of steel structures using FRP composites. Strength prediction models under a range of loading and environmental conditions are presented in this single document for the evaluation and safe design of FRP strengthened steel structures and thereby minimise their vulnerability to failure.

School/Discipline

Dissertation Note

Provenance

Description

Access Status

Rights

© 2022 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).

License

Grant ID

Call number

Persistent link to this record