Design limits for RC slabs strengthened with hybrid FRP–HPC retrofit system

Author:

Kim Jung J.,Noh Hyuk-Chun,Reda Taha Mahmoud M.,Mosallam Ayman

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference12 articles.

1. Nonlinear transient analysis of reinforced concrete slab subjected to blast loading and retrofitted with CFRP composites;Mosalam;Compos Part B: Eng,2001

2. Strengthening of two-way concrete slabs with FRP composite laminates;Mosallam;Constr Build Mater,2003

3. Numerical evaluation of the retrofit effectiveness for GFRP retrofitted concrete slab subjected to blast pressure;Nam;Compos Struct,2010

4. Fleming CJ, King GEM. The development of structural adhesives for three original uses in South Africa. In: RILEM international symposium, synthetic resins in building construction, Paris; 1967. p. 75–92.

5. Strengthening concrete structure, Part II;Emmons;Concr Int,1998

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