| contributor author | R. Piccinin | |
| contributor author | R. Ballarini | |
| contributor author | S. Cattaneo | |
| date accessioned | 2017-05-08T21:43:49Z | |
| date available | 2017-05-08T21:43:49Z | |
| date copyright | July 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29em%2E1943-7889%2E0000404.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/60871 | |
| description abstract | A combined experimental and computational study shows that the pullout capacity of anchors embedded at small depths in prestressed concrete is associated with the strongest possible (linear elastic fracture mechanics) size effect. A design formula is proposed that reflects the effects of embedment depth and the nondimensional parameters that quantify the level of prestressing and the characteristic length of the matrix. | |
| publisher | American Society of Civil Engineers | |
| title | Pullout Capacity of Headed Anchors in Prestressed Concrete | |
| type | Journal Paper | |
| journal volume | 138 | |
| journal issue | 7 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)EM.1943-7889.0000395 | |
| tree | Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 007 | |
| contenttype | Fulltext | |
