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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Veröffentlicht in:	Journal of structural engineering (New York, N.Y.) N.Y.), 1987-12, Vol.113 (12), p.2365-2381
Hauptverfasser:	James, Ray W, Guardia, Carlos De la, McCreary, Charles R
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works Exact sciences and technology Strength of materials (elasticity, plasticity, buckling, etc.) Structural analysis. Stresses TECHNICAL PAPERS
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Beschreibung
Zusammenfassung:	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)