| contributor author | Xiaozhi Hu | |
| contributor author | Folker H. Wittmann | |
| date accessioned | 2017-05-08T21:16:34Z | |
| date available | 2017-05-08T21:16:34Z | |
| date copyright | February 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290899-1561%281990%292%3A1%2815%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/45224 | |
| description abstract | A multicutting technique is introduced, which can be used to determine the extension of the fracture‐process zone together with the conventional compliance method. A new compliance curve is established from a damaged specimen during multicutting and compared with the compliance‐calibration curve. From the comparison of these two compliance curves the extension of the fracture‐process zone can be estimated. Experimental results of wedge‐opening loaded specimens with a ligament length of 110 mm show that the length of the fracture‐process zone in mortar varies from around 43 mm to 12 mm while the crack is approaching to the boundary. A relation between the length of the fracture‐process zone and the shape of the | |
| publisher | American Society of Civil Engineers | |
| title | Experimental Method to Determine Extension of Fracture‐Process Zone | |
| type | Journal Paper | |
| journal volume | 2 | |
| journal issue | 1 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(1990)2:1(15) | |
| tree | Journal of Materials in Civil Engineering:;1990:;Volume ( 002 ):;issue: 001 | |
| contenttype | Fulltext | |
