| contributor author | Luciano Ombres; Nicol Mancuso; Stefania Mazzuca; Salvatore Verre | |
| date accessioned | 2019-03-10T12:18:07Z | |
| date available | 2019-03-10T12:18:07Z | |
| date issued | 2019 | |
| identifier other | %28ASCE%29MT.1943-5533.0002561.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4255288 | |
| description abstract | The bond between fabric reinforced cementitious matrix (FRCM) and masonry substrates is investigated in this paper. An experimental investigation was performed on eighteen clay brick specimens strengthened with a single layer of carbon FRCM (CFRCM). Direct shear tests (single lap) were conducted at an ambient temperature of 20°C varying the bond length of the CFRCM reinforcement [Lb=150 (6), 200 (8), 250 (10), and 300 (12) mm (in.)]. Experimental bond strength values, bond-slip law, and failure modes described and analyzed in this paper allow for evidencing of the bond performances of the CFRCM-masonry substrates. Finally, an analytical local bond-slip law was defined and used to compare theoretical predictions and experimental results. | |
| publisher | American Society of Civil Engineers | |
| title | Bond between Carbon Fabric-Reinforced Cementitious Matrix and Masonry Substrate | |
| type | Journal Paper | |
| journal volume | 31 | |
| journal issue | 1 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0002561 | |
| page | 04018356 | |
| tree | Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 001 | |
| contenttype | Fulltext | |
