Flexural strengthening of steel I-beams by using CFRP strips

This paper presents the experimental and numerical studies on the carbon fibre reinforced polymer (CFRP) flexural strengthened steel I-beams. Eight steel beams were carefully chosen with the same length and different types and thicknesses of CFRP plates. Both experimental test and numerical simulati...

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Bibliographic Details
Main Authors: Narmashiri, K., Ramli Sulong, N.H., Jumaat, M.Z.
Format: Article
Published: International Journal of Physical Sciences 2011
Subjects:
Online Access:https://www.academicjournals.org/ijps/pdf/pdf2011/4Apr/Narmashiri%20et%20al.pdf
https://www.academicjournals.org/ijps/pdf/pdf2011/4Apr/Narmashiri%20et%20al.pdf
http://eprints.um.edu.my/5946/1/Flexural_strengthening_of_steel_I%2Dbeams_by_using_CFRP_strips.pdf
Description
Summary:This paper presents the experimental and numerical studies on the carbon fibre reinforced polymer (CFRP) flexural strengthened steel I-beams. Eight steel beams were carefully chosen with the same length and different types and thicknesses of CFRP plates. Both experimental test and numerical simulation were employed. In the experimental test, the gradual static loading in four-points bending method was utilized. In numerical simulation, ANSYS software in the three dimensional (3D) modeling case and nonlinear static analysis method were employed. Results show that different types and thicknesses of CFRP plates influenced the failure modes, load capacities, and strain distributions on the CFRP plates.