GFRP Reinforcement in Concrete after 15 Years of Service

Author:

Gooranorimi Omid1,Nanni Antonio2

Affiliation:

1. Research Assistant, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Miami, McArthur Engineering Bldg., 1251 Memorial Dr., Room 301, Coral Gables, FL 33146 (corresponding author).

2. Professor and Chair of Civil, Architectural and Environmental Engineering, Univ. of Miami, McArthur Engineering Bldg., 1251 Memorial Dr., Room 301, Coral Gables, FL 33146.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference7 articles.

1. Claure G. (2015). “Non-traditional shape GFRP rebars for concrete reinforcement.” Ph.D. dissertation Univ. of Miami Coral Gables FL.

2. Testing pH of concrete: Need for a standard procedure;Grubb J.;Concr. Int.,2007

3. Haley J. (2011). “Climatology of freeze-thaw days in the conterminous United States: 1982-2009.” M.A. thesis Kent Univ. Kent OH.

4. Durability of FRP rods for concrete structures

5. Durability of GFRP reinforced concrete in field structures;Mufti A.;ACI Spec. Public.,2005

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