Strength of Epoxy-Grouted Anchor Bolts in Concrete

An analysis based on linear and nonlinear finite element computer models of headed anchor bolts epoxied in place in hardened concrete is presented. Two failure theories, the maximum tensile stress criteria and the Mohr-Coulomb criteria, are applied to the hardened concrete. An approximate expression...

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Bibliographic Details
Published in:Journal of structural engineering (New York, N.Y.) N.Y.), 1987-12, Vol.113 (12), p.2365-2381
Main Authors: James, Ray W, Guardia, Carlos De la, McCreary, Charles R
Format: Article
Language:English
Subjects:
Applied sciences
Buildings. Public works
Exact sciences and technology
Strength of materials (elasticity, plasticity, buckling, etc.)
Structural analysis. Stresses
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Summary:An analysis based on linear and nonlinear finite element computer models of headed anchor bolts epoxied in place in hardened concrete is presented. Two failure theories, the maximum tensile stress criteria and the Mohr-Coulomb criteria, are applied to the hardened concrete. An approximate expression is developed to predict the ultimate tensile strength of the anchorage system. Results obtained through this analysis are compared to previously reported experimental data.
ISSN:0733-9445
1943-541X
DOI:10.1061/(ASCE)0733-9445(1987)113:12(2365)