Fracture Mechanics Model of Anchor Group Breakout
Author:
Affiliation:
1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204 (corresponding author).
2. Engineer, Tolunay-Wong Engineers, Inc., 10710 S. Sam Houston Parkway W, Houston, TX 77031.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0001200
Reference21 articles.
1. ACI (American Concrete Institute). (1989). “Code requirements for nuclear safety.” ACI #349.1R Detroit.
2. ACI (American Concrete Institute). (2006). “Code requirements for nuclear safety related concrete structures (ACI 349-06) and commentary (349R-06).” ACI 349-06 349R-06 Detroit.
3. ACI (American Concrete Institute). (2008). “Building code requirements for structural concrete (ACI 318-08) and commentary (318R-08).” ACI 318-08 318R-08 Detroit.
4. An analytical model for the pull-out of rigid anchors;Ballarini R.;Int. J. Fract.,1987
5. Failure characteristics of short anchor bolts embedded in a brittle material
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