An analytical approach to predict cohesion and interfacial failures of CFRP/steel composites under prolonged exposure to aqueous solutions

Author:

Perera U.N.D.,Kahandawa Arachchi K.A.D.Y.T.,Gamage J.C.P.H.

Funder

University of Moratuwa

Publisher

Elsevier BV

Subject

Materials Science (miscellaneous)

Reference34 articles.

1. E.R.K. Chandrathilaka, U.N.D. Perera, J.C.P.H. Gamage, Bond slip models for corroded steel – CFRP double strap jointsstrap joints, in: Proceedings of the Sixth Int. Symp. Adv. Civ. Environ. Eng. Pract. Sustain. Dev., 2018.

2. Experimental and numerical investigation of the behaviour of CFRP strengthened CHS beams subjected to bending;Kabir;Eng. Struct.,2016

3. Thin-walled structures CFRP strengthening and rehabilitation of corroded steel pipelines under direct indentation;Elchalakani;Thin Walled Struct.,2017

4. Performance of CFRP Strengthened Steel I Beams Cured at Elevated Temperature;Chandrathilaka,2019

5. Numerical modelling of bond shear stress slip behavior of CFRP/steel composites cured and tested at elevated temperature;Chandrathilaka;Compos. Struct.,2019

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