Ultimate load capacities of plane and axisymmetric headed anchors

Journal of Engineering Mechanics

Volumn 125, Issue 11, 1999, Pages 1276-1279

  Vogel, Amy ^a   Ballarini, Roberto ^a  

^a Case Western Reserve University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

CRACK PROPAGATION; ELASTICITY; FINITE ELEMENT METHOD; FRACTURE MECHANICS; FRACTURE TOUGHNESS; MATHEMATICAL MODELS; MODAL ANALYSIS; POISSON RATIO; STRESS INTENSITY FACTORS; STRUCTURAL LOADS;

HEADED ANCHORS;

ANCHORS;

EID: 0033363719     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1999)125:11(1276)     Document Type: Article

References (6)

1. Ballarini, R., Shah, S. P., and Keer, L. M. (1985). "Failure characteristics of short anchor bolts embedded in a brittle material." Proc., Royal Soc., London, A404, 35-54.
2. "Code requirements for nuclear safety." (1989). Appendix B. Steel embedments, manual of concrete practice, Part IV, ACI #349. 1R, ACI Committee 349, American Concrete Institute, Detroit.
3. Eligehausen, R., and Sawade, G. (1989). "Analysis of anchorage behavior (literature review)." Fracture mechanics of concrete structures: From theory to applications, L. Elfgren, ed., Chapman & Hall, London, 263-280.
4. FRANC-2D. (1997). Cornell Fracture Group Home Page, Cornell University, Ithaca, N.Y.
5. Karihaloo, B. L. (1996). "Pull-out of axisymmetric headed anchors." Mat. and Struct., 29, 152-157.
6. Ozbolt, J., and Eligehausen, R. (1992). "Fastening elements in concrete structures - numerical solutions." Fracture of Concrete and Rock, Proc., 2nd Int. Conf., H. P. Rossmanith, ed., E & FN Spon, London, 527-547.