Assessment of the Behavior of FRP-Strengthened RC Slabs Using a Discrete Crack Model-Reference-Cited by-同舟云学术

Assessment of the Behavior of FRP-Strengthened RC Slabs Using a Discrete Crack Model

Published:2018-12 Issue:6 Volume:22 Page:04018045
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Dias-da-Costa Daniel¹,Graça-e-Costa Rui²,Ranzi Gianluca³,Smith Scott T.⁴

Affiliation:

1. Associate Professor, School of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia; Institute for Sustainability and Innovation in Structural Engineering, Dept. of Civil Engineering, Univ. of Coimbra, Rua Luís Reis Santos, Coimbra 3030–788, Portugal (corresponding author).

2. Associate Professor, Centro de Estudos em Património, Paisagem e Construção, Universidade do Algarve, Campus de Gambelas, Faro 8005-139, Portugal; Civil Engineering Research and Innovation for Sustainability, DECivil, Instituto Superior Técnico, Universidade de Lisboa, Av. Rovisco Pais, Lisboa 1049-001, Portugal.

3. Full Professor, School of Civil Engineering, Univ. of Sydney, Sydney, NSW 2006, Australia.

4. Foundation Professor of Engineering, School of Environment, Science and Engineering, Southern Cross Univ., Lismore, NSW 2480, Australia.

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.1943-5614.0000881

Reference62 articles.

1. Alfaiate J. and L. J. Sluys. 2004. “On the use of embedded discontinuities in the framework of a discrete crack approach.” In Proc. WCCM VI. Beijing: Tsinghua University Press & Springer-Verlag.

2. Analysis of Scaling and Instability in FRP-Concrete Shear Debonding for Beam-Strengthening Applications

3. Arbitrary bi-dimensional finite strain cohesive crack propagation

4. Crack band theory for fracture of concrete

5. Indirect Identification Method of Bilinear Interface Laws for FRP Bonded on a Concrete Substrate

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