| contributor author | John F. Bonacci | |
| contributor author | Jorge Marquez | |
| date accessioned | 2017-05-08T20:55:28Z | |
| date available | 2017-05-08T20:55:28Z | |
| date copyright | March 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9445%281994%29120%3A3%28987%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/31943 | |
| description abstract | Tests of anchorages long enough to develop postyield steel strain under monotonic loading are presented. The influence of varied postyield properties of steel on load‐slip response is considered. The sensitivity of anchorage performance to variable steel properties is illustrated by the relationship of slip to bar strain at the loaded face. Behavior of the specimens is shown to be very sensitive to particular confinement and internal force conditions of the basic specimen form. It is recommended that tests of longer anchorages be made with specimens modeling specific structural conditions of interest. | |
| publisher | American Society of Civil Engineers | |
| title | Tests of Yielding Anchorages under Monotonic Loadings | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 3 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1994)120:3(987) | |
| tree | Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 003 | |
| contenttype | Fulltext | |
