Effect of Environmental Aging on the Numerical Response of FRP-Strengthened Masonry Walls-Reference-Cited by-同舟云学术

Effect of Environmental Aging on the Numerical Response of FRP-Strengthened Masonry Walls

Published:2016-01 Issue:1 Volume:142 Page:04015087
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ghiassi Bahman¹,Lourenço Paulo B.²,Oliveira Daniel V.³

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil Engineering, Institute for Sustainability and Innovation in Structural Engineering, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal (corresponding author).

2. Professor, Dept. of Civil Engineering, Institute for Sustainability and Innovation in Structural Engineering, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal.

3. Associate Professor, Dept. of Civil Engineering, Institute for Sustainability and Innovation in Structural Engineering, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001358

Reference22 articles.

1. A numerical evaluation of the interlaminar stress state in externally FRP plated RC beams

2. Barnes B. A. (1990). “Bond and low cycle fatigue behavior of thermoset composite reinforcing for the concrete industry.” M.Sc. thesis Iowa State Univ. Ames IA.

3. Debonding behavior of ancient masonry elements strengthened with CFRP sheets

4. DIANA version 9.5 [Computer software]. (2014). TNO DIANA BV Delft Netherlands.

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