Influence of External Compressive Stresses on the Performance of GFRP-to-Concrete Interfaces Subjected to Aggressive Environments: An Experimental Analysis-Reference-Cited by-同舟云学术

Influence of External Compressive Stresses on the Performance of GFRP-to-Concrete Interfaces Subjected to Aggressive Environments: An Experimental Analysis

Published:2016-04 Issue:2 Volume:20 Page:04015044
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Biscaia Hugo C.¹,Silva Manuel A. G.²,Chastre Carlos³

Affiliation:

1. Assistant Professor, Research and Development Unit for Mechanical and Industrial Engineering, Faculdade de Ciências e Tecnologia, Universidade Nova de Lisboa, 2829-516 Caparica, Portugal (corresponding author).

2. Full Professor, Research Center in Structures and Construction, Faculdade de Ciências e Tecnologia, Universidade Nova de Lisboa, 2829-516 Caparica, Portugal.

3. Assistant Professor, Instituto de Engenharia de Estruturas, Território e Construção, Civil Engineering Research for Innovation and Sustainability, Faculdade de Ciências e Tecnologia, Universidade Nova de Lisboa, 2829-516 Caparica, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000600

Reference50 articles.

1. Improved theoretical solution for interfacial stresses in concrete beams strengthened with FRP plate

2. Numerical simulation of steel-plate strengthened concrete beam by a non-linear finite element method model

3. Al-Mahaidi R. Pham H. B. and Saouma V. (2007). “Discrete-smeared crack finite element modelling of CFRP debonding mechanisms in RC members.” FRPRCS-8 Univ. of Patras Patras Greece.

4. Peel and Shear Fracture Characterization of Debonding in FRP Plated Concrete Affected by Moisture

5. Accelerated ageing behaviour of the adhesive bond between concrete specimens and CFRP overlays

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