| contributor author | Burong Zhang | |
| contributor author | Brahim Benmokrane | |
| contributor author | Usama A. A. Ebead | |
| date accessioned | 2017-05-08T21:31:54Z | |
| date available | 2017-05-08T21:31:54Z | |
| date copyright | May 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%291532-3641%282006%296%3A3%28166%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/55048 | |
| description abstract | This paper presents laboratory tests on a bond-type anchorage system and a full-scale ground anchor with fiber-reinforced polymer 9-bar tendons. A cement-based mortar filled steel tube was used to simulate a rock mass environment. Resistance strain gauges, fiber optic sensors, embedded strain gauges, and linear variable displacement transducers were used to monitor the behavior of the anchor and to study load transfer mechanism of the tendon to surrounding rock mass. The test results show that the developed bond-type anchorage performs well for post-tensing applications with the tendons. The tested anchor presents an acceptable tensile behavior for each loading stage investigated (up to a load level of | |
| publisher | American Society of Civil Engineers | |
| title | Design and Evaluation of Fiber-Reinforced Polymer Bond-Type Anchorages and Ground Anchors | |
| type | Journal Paper | |
| journal volume | 6 | |
| journal issue | 3 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)1532-3641(2006)6:3(166) | |
| tree | International Journal of Geomechanics:;2006:;Volume ( 006 ):;issue: 003 | |
| contenttype | Fulltext | |