| contributor author | Jerome W. Frénay | |
| contributor author | Hans W. Reinhardt | |
| contributor author | Joost C. Walraven | |
| date accessioned | 2017-05-08T20:53:57Z | |
| date available | 2017-05-08T20:53:57Z | |
| date copyright | October 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-9445%281991%29117%3A10%282900%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/30973 | |
| description abstract | There is a lack of information about the behavior of cracked concrete subjected to in‐plane sustained shear loading. Tests are conducted on 46 push‐off specimens, each provided with a central crack, widths less than 0.10 mm. Cracks usually initiate along the relatively weak bond zones between the matrix material and the aggregate particles; this is even observed for the high‐strength concrete investigated. The shear plane is restrained by free steel rods or by 8‐mm diameter reinforcing bars | |
| publisher | American Society of Civil Engineers | |
| title | Time‐Dependent Shear Transfer in Cracked Concrete: Part I | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 10 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9445(1991)117:10(2900) | |
| tree | Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010 | |
| contenttype | Fulltext | |
