| contributor author | C. Ouyang | |
| contributor author | A. Pacios | |
| contributor author | S. P. Shah | |
| date accessioned | 2017-05-08T22:37:09Z | |
| date available | 2017-05-08T22:37:09Z | |
| date copyright | December 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9399%281994%29120%3A12%282641%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/83988 | |
| description abstract | Fibers with inclination angles of 0°, 14°, 27°, and 37°, respectively, were pulled out from a cementitious matrix. For each inclination angle, two types of specimens with 16 and eight steel fibers, respectively, were tested. Effects of fiber inclination and number of fibers on peak pullout load and corresponding slip were experimentally examined. Based on failure mechanisms experimentally observed, a fracture mechanics model was developed to predict pullout resistance of aligned and inclined fibers. A rising | |
| publisher | American Society of Civil Engineers | |
| title | Pullout of Inclined Fibers from Cementitious Matrix | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 12 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1994)120:12(2641) | |
| tree | Journal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 012 | |
| contenttype | Fulltext | |