| contributor author | R. Ballarini | |
| contributor author | X. Yueyue | |
| date accessioned | 2017-12-30T12:54:06Z | |
| date available | 2017-12-30T12:54:06Z | |
| date issued | 2017 | |
| identifier other | %28ASCE%29EM.1943-7889.0001200.pdf | |
| identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4243140 | |
| description abstract | Linear elastic fracture mechanics-based discrete crack propagation simulations are presented as the pullout of an anchor group from a concrete matrix. The group was modeled as a periodic arrangement of anchors and load-carrying capacities and crack paths were determined as functions of relative depth and spacing. The results suggest that American Concrete Institute design formulas for predicting the capacity of group anchors are highly conservative, and that three-dimensional fracture mechanics-based simulations offer great promise for improving design formulas associated with specific anchor geometries and loadings. | |
| publisher | American Society of Civil Engineers | |
| title | Fracture Mechanics Model of Anchor Group Breakout | |
| type | Journal Paper | |
| journal volume | 143 | |
| journal issue | 4 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)EM.1943-7889.0001200 | |
| page | 04016125 | |
| tree | Journal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 004 | |
| contenttype | Fulltext | |
