Revitalization of Cracked Flexural Members Using Retrofitting and Synthetic Wrapping

Author:

Tudjono Sri,Lie Han Ay,Gan Buntara Sthenly

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference19 articles.

1. An Experimental Study to the Influence of Fiber Reinforced Polymer (FRP) Confinement on Beams Subjected to Bending and Shear;Tudjono;Procedia Engineering,2015

2. Design of Concrete Flexural Members Strengthened in Shear with FRP;Triantafillou;J. Compos. Constr.,2000

3. Behavior of full-scale reinforced concrete beams retrofitted for shear and flexural with FRP laminates;Kachlakev;Composites Part B: Engineering.,2000

4. Application of FRP for Strengthening and Retrofitting of Civil Engineering Structures”, International Journal of Civil, Structural;Ravikumar;Environmental and Infrastructure Engineering Research and Development (IJCSEIERD),2014

5. S. Tudjono, Han A.L, A. Hidayat, Purwanto, Experimental Study on the Concrete Surface Preparation Influence to the Tensile and Shear Bond Strength of Synthetic Wraps, Submitted to the 3rd SCESCM Conference in Bali September 2016.

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