| contributor author | Ray W. James | |
| contributor author | Carlos De la Guardia | |
| contributor author | Charles R. McCreary, Jr. | |
| date accessioned | 2017-05-08T20:52:17Z | |
| date available | 2017-05-08T20:52:17Z | |
| date copyright | December 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9445%281987%29113%3A12%282365%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29967 | |
| description abstract | 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. | |
| publisher | American Society of Civil Engineers | |
| title | Strength of Epoxy‐Grouted Anchor Bolts in Concrete | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 12 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1987)113:12(2365) | |
| tree | Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 012 | |
| contenttype | Fulltext | |
