Prevention of premature failures of plate bonded flexurally strengthened RC slab using end anchor and connector

Author:

Alam Md. Ashraful,Mohammed Waleed,Bakkar Suliman,Beddu Salmia

Funder

Ministry of Higher Education (MOHE)

Publisher

Elsevier BV

Subject

General Engineering

Reference14 articles.

1. Performance of RC slab-type elements strengthened with fabric-reinforced cementitious-matrix composites;Loreto;J. Compos. Constr.,2014

2. Reinforced concrete slabs externally strengthened with fiber-reinforced plastic materials;Erki,1995

3. FIB, Bulletin 14. Externally bonded FRP reinforcement for RC slab structures, Technical Report, Task Group 9.3 FRP (Fibre Reinforced Polymer) reinforcement for concrete structures; 2001; ISBN 2-88394-054-1; 130.

4. U. Meier, H. Kaiser, Strengthening of flat slab Structures with CFRP, in: S.L. Iyer, S. Sen (Ed.), Advanced Composite Materials in Civil Engineering Structures, Las Vegas, NV, 1991, pp. 224–232.

5. Prestressed CFRP sheets for strengthening two-way slabs in flexure;Longworth,2004

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