Design Proposal to Avoid Peeling Failure in FRP-Strengthened Reinforced Concrete Beams-Reference-Cited by-同舟云学术

Design Proposal to Avoid Peeling Failure in FRP-Strengthened Reinforced Concrete Beams

Published:2009-10 Issue:5 Volume:13 Page:384-393
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Oller Ibars Eva¹²³,Cobo del Arco Diego¹²³,Marí Bernat Antonio R.¹²³

Affiliation:

1. Assistant Professor, Dept. of Construction Engineering, Civil Engineering School, Technical Univ. of Catalonia, Jordi Girona 1-3, C-1 201, 08034 Barcelona, Spain (corresponding author).

2. Engineer, Tec-Cuatro, S.A., Amigó 15, 1ª Planta, 08021 Barcelona, Spain.

3. Professor, Dept. of Construction Engineering, Civil Engineering School, Technical Univ. of Catalonia, Jordi Girona 1-3, C-1 201, 08034 Barcelona, Spain.

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.1943-5614.0000038

Reference20 articles.

1. Shear Peeling of Steel Plates Bonded to Tension Faces of RC Beams

2. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI 440 Detroit.

3. Brosens K. (2001). “Anchorage of externally bonded steel plates and CFRP laminates for the strengthening of concrete elements.” Ph.D. thesis Katholieke Universiteit Leuven Belgium.

4. Brosens K. and Van Gemert D. (1998). “Plate end shear design for external CFRP laminates.” Proc. FRAMCOS-3 Aedificatio Publishers Freiburg 1793–1804.

5. Anchorage Strength Models for FRP and Steel Plates Bonded to Concrete

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