Effects of Various Environmental Exposures and Sustained Load Levels on the Service Life of Postinstalled Adhesive Anchors

Author:

El Menoufy Adham1,Soudki Khaled2

Affiliation:

1. Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L3G1 (corresponding author).

2. Professor and Canada Research Chair, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L3G1.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference24 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete.” ACI 318M-08 Farmington Hills.

2. Ammann W. (1992). “Static and dynamic long-term behaviour of anchors.” ACI SP 130-8 American Concrete Institute Farmington Hills MI.

3. ASTM. (1993). “Test method for linear shrinkage of cured thermosetting casting resins during cure”. ASTM D2566 ASTM International West Conshohocken PA.

4. ASTM. (2007). “Standard test method for deflection temperature of plastics under flexural load in the edgewise position.” ASTM D648-07 ASTM International West Conshohocken PA.

5. ASTM. (2010a). “Standard test method for compressive strength of carbon and graphite.” ASTM C695-91. ASTM International West Conshohocken PA.

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