Effect of Small Concrete Cover on the Fatigue Behavior of GFRP Bars and Concrete Bond

Author:

Veljkovic Ana1,Carvelli Valter2,Haffke Marcin Michal3,Pahn Matthias4

Affiliation:

1. Dept. of Architecture, Built Environment, and Construction Engineering, Politecnico di Milano, Piazza Leonardo Da Vinci 32, Milan 20133, Italy.

2. Professor, Dept. of Architecture, Built Environment, and Construction Engineering, Politecnico di Milano, Piazza Leonardo Da Vinci 32, Milan 20133, Italy (corresponding author).

3. Fachgebiet Massivbau und Baukonstruktion, Technische Univ. Kaiserslautern, Paul-Ehrlich-Straße 14, Kaiserslautern D-67663, Germany.

4. Professor, Fachgebiet Massivbau und Baukonstruktion, Technische Univ. Kaiserslautern, Paul-Ehrlich-Straße 14, Kaiserslautern D-67663, Germany.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference24 articles.

1. New Method for Testing Fiber-Reinforced Polymer Rods under Fatigue

2. Effects of thermal loads on concrete cover of fiber-reinforced polymer reinforced elements: Theoretical and experimental analysis;Aiello M. A.;ACI Mater. J.,2001

3. Durability of GFRP Bars’ Bond to Concrete under Different Loading and Environmental Conditions

4. Effect of Cyclic Loading on Bond Behavior of GFRP Rods Embedded in Concrete Beams

5. Fatigue of bond;Balazs G. L.;ACI Mater. J.,1992

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