| contributor author | Anthony R. Ingraffea | |
| contributor author | Walter H. Gerstk | |
| contributor author | Peter Gergely | |
| contributor author | Victor Saouma | |
| date accessioned | 2017-05-08T20:51:09Z | |
| date available | 2017-05-08T20:51:09Z | |
| date copyright | April 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9445%281984%29110%3A4%28871%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29269 | |
| description abstract | A new approach is taken to predict numerically the bond‐slip behavior of a reinforcing bar embedded in concrete. Attention is focused on radial, secondary cracking. This cracking is found not to follow the principles of linear elastic fracture mechanics, and therefore is modeled using a nonlinear, discrete crack, interface and finite element approach. A new method for finite element modeling of nonlinear fracture is presented. A “tension‐softening element” is introduced for the purpose of modeling bond‐slip in practical reinforced concrete engineering problems. Finally, as an example, a reinforced concrete tension diaphragm is analyzed. | |
| publisher | American Society of Civil Engineers | |
| title | Fracture Mechanics of Bond in Reinforced Concrete | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 4 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1984)110:4(871) | |
| tree | Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 004 | |
| contenttype | Fulltext | |
