Accelerated Hygrothermal Aging of Bond in FRP–Masonry Systems

Author:

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

Affiliation:

1. Postdoctoral Researcher, ISISE, Dept. of Civil Engineering, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal (corresponding author).

2. Professor, ISISE, Dept. of Civil Engineering, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal.

3. Associate Professor, ISISE, Dept. of Civil Engineering, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference47 articles.

1. American Concrete Institute (ACI). (2010). “Guide for the design and construction of externally bonded FRP systems for strengthening unreinforced masonry structures.” 440.7R-10 Detroit.

2. ASTM. (2010). “Standard test method for determining tensile properties of fiber reinforced polymer matrix composites used for strengthening of civil structures.” D7565–10 West Conshohocken PA.

3. 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.

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

5. Independent environmental effects on durability of fiber-reinforced polymer wraps in civil applications: A review

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