Bond Behavior of FRP–Concrete in Presence of Intermediate Crack Debonding Failure-Reference-Cited by-同舟云学术

Bond Behavior of FRP–Concrete in Presence of Intermediate Crack Debonding Failure

Published:2017-10 Issue:5 Volume:21 Page:04017018
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Mohammadi Tayyebeh¹,Wan Baolin²,Harries Kent A.³,Sweriduk Michael E.⁴

Affiliation:

1. Former Research Assistant, Dept. of Civil, Construction and Environmental Engineering, Marquette Univ., 1250 W Wisconsin Ave., Milwaukee, WI 53201.

2. Associate Professor, Dept. of Civil, Construction and Environmental Engineering, Marquette Univ., 1250 W Wisconsin Ave., Milwaukee, WI 53201 (corresponding author).

3. Bicentennial Board of Visitors Faculty Fellow and Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, 4200 Fifth Ave., Pittsburgh, PA 15260.

4. Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, 4200 Fifth Ave., Pittsburgh, PA 15260.

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.1943-5614.0000797

Reference33 articles.

1. Abaqus version 6.13 [Computer software]. Dassault Systèmes Waltham MA.

2. Nonlinear micromechanics-based bond–slip model for FRP/concrete interfaces

3. Elastic crack growth in finite elements with minimal remeshing

4. Modelling of mixed mode debonding in externally FRP reinforced beams

5. Damage Approach for the Prediction of Debonding Failure on Concrete Elements Strengthened with FRP

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