Effect of Concrete/CFRP Interface Modeling on Failure Assessment of RC Beams Strengthened with CFRP Plates: A Cohesive Element Model

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Thanawat Treetrisit
Postgraduate student, Department of Civil Engineering, Ubonratchathani University, Ubonratchathani 34190, Thailand.
Suchart Limkatanyu
Department of Civil Engineering, Prince of Songkla University, Songkla 90000, Thailand.
Kittisak Kuntiyawichai
Department of Civil Engineering, Ubonratchathani University, Ubonratchathani 34190, Thailand.

Abstract


Keywords
Cohesive element; Shear stresses distribution; RC beam; CFRP plates; Finite element modeling
Issue
Vol 17 No 3 (2009): September-December 2009
Section
Science and Technology

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How to Cite
TREETRISIT, Thanawat; LIMKATANYU, Suchart; KUNTIYAWICHAI, Kittisak. Effect of Concrete/CFRP Interface Modeling on Failure Assessment of RC Beams Strengthened with CFRP Plates: A Cohesive Element Model. Naresuan University Journal: Science and Technology (NUJST), [S.l.], v. 17, n. 3, p. 201-212, july 2013. ISSN 2539-553X. Available at: <https://www.journal.nu.ac.th/NUJST/article/view/109>. Date accessed: 09 may 2024.
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