Comparative study of failure mechanisms in steel and concrete members strengthened with CFRP composites
Fawzia, Sabrina, Al-Mahaidi, Riadh, Zhao, X.L., & Rizkalla, S. (2004) Comparative study of failure mechanisms in steel and concrete members strengthened with CFRP composites. In Deeks, Andrew J. & Hao, Hong (Eds.) Developments in Mechanics of Structures and Materials : Proceedings of the 18th Australasian Conference on the Mechanics of Structures and Materials, CRC Press/Balkema, Perth, Western Australia, pp. 71-76.
Over the last decade advanced composite materials, like carbon fibre reinforced polymer (CFRP), have increasingly been used in civil engineering infrastructure. The benefits of advanced composites are rapidly becoming evident. This paper focuses on the comparative performance of steel and concrete members retrofitted by carbon fibre reinforced polymers. The objective of this work is a systematic assessment and evaluation of the performance of CFRP for both the concrete and steel members available in the technical literature. Existing empirical and analytical models were studied. Comparison is made with respect to failure mode, bond characteristics, fatigue behaviour, durability, corrosion, load carrying capacity and force transfer. It is concluded that empirical expressions for the concrete-CFRP composite are not readily suited for direct use in the steel-CFRP composite. This paper identifies some of the major issues that need further investigation.
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|Item Type:||Conference Paper|
|Keywords:||Carbon fibre reinforced polymers, CFRP, Concrete, Failure mechanisms, Steel, Strengthening|
|Divisions:||Current > Schools > School of Civil Engineering & Built Environment
Current > QUT Faculties and Divisions > Science & Engineering Faculty
|Copyright Owner:||Copyright 2004 Please consult the authors|
|Deposited On:||09 Dec 2013 22:59|
|Last Modified:||20 Aug 2014 23:04|
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