Experimental and FE studies on the bonding performance of basalt FRP bonded to notched concrete beams and improving with anchorage

Author:

Saribiyik AliORCID,Al-dhabir Wael,Akbalik Hasan Huseyin

Publisher

Elsevier BV

Subject

Metals and Alloys,Computer Networks and Communications,Fluid Flow and Transfer Processes,Hardware and Architecture,Mechanical Engineering,Biomaterials,Civil and Structural Engineering,Electronic, Optical and Magnetic Materials

Reference45 articles.

1. End debonding of CFRP wraps and strips for the strengthening of concrete structures;Colombi;Composite Structures,2014

2. D.Preetam Prem Raj. “SHEAR AND FLEXURAL STRENGTHENING IN RC BEAMS USING FRP,” Int. J. Sci. Technol. Manag., no. 4, pp. 8–16, 2015, [Online]. Available: www.ijstm.com.

3. Flexural strengthening of RC beams with low-strength concrete using GFRP and CFRP;Saribiyik;Structural Engineering and Mechanics,2016

4. Flexural behavior of U-shape FRP profile-RC composite beams with inner GFRP tube confinement at concrete compression zone;Huang;Composite Structures,2018

5. Innovative prestressing method for externally bonded CFRP laminates without mechanical anchorage;Yang;Engineering Structures,2019

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