| contributor author | Y. Chen | |
| contributor author | P. Visintin | |
| contributor author | D. J. Oehlers | |
| date accessioned | 2017-05-08T22:30:08Z | |
| date available | 2017-05-08T22:30:08Z | |
| date copyright | May 2016 | |
| date issued | 2016 | |
| identifier other | 47162894.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/81644 | |
| description abstract | Since most of the available data regarding fiber-reinforced polymer (FRP)-confined columns has been generated from tests on small-scale cylinders, it is important to ensure that the proposed equations are truly representative of the actual behavior of large-scale columns. In this paper, mechanics solutions have been developed to show the influence of specimen size, that is both diameter and height, on the stress–strain relationship of axially loaded FRP-confined concrete cylindrical specimens using shear-friction theory. Two distinct cylinder failure modes have been examined: that of the circumferential wedge that is common in standard cylinders with aspect ratios of | |
| publisher | American Society of Civil Engineers | |
| title | Extracting Size-Dependent Stress–Strain Relationships from FRP-Confined Concrete Cylinders for Varying Diameters and Heights | |
| type | Journal Paper | |
| journal volume | 28 | |
| journal issue | 5 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0001482 | |
| tree | Journal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 005 | |
| contenttype | Fulltext | |
