| contributor author | Ahmad A. Hamid | |
| contributor author | Wael W. El-Dakhakhni | |
| contributor author | Zeyad H. R. Hakam | |
| contributor author | Mohamed Elgaaly | |
| date accessioned | 2017-05-08T21:30:43Z | |
| date available | 2017-05-08T21:30:43Z | |
| date copyright | February 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%291090-0268%282005%299%3A1%2873%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54290 | |
| description abstract | An experimental investigation was conducted to study the in-plane behavior of face shell mortar bedded unreinforced masonry (URM) wall assemblages retrofitted with fiber-reinforced polymer (FRP) laminates. Forty-two URM assemblages were tested under different stress conditions present in masonry shear and infill walls. Tests included prisms loaded in compression with different bed joint orientation (on/off-axis compression), diagonal tension specimens, and specimens loaded under joint shear. The behavior of each specimen type is discussed with emphasis on modes of failure, strength and deformation characteristics. Results showed that the application of FRP laminates on URM has a great influence on strength, postpeak behavior, as well as altering failure modes and maintaining the specimen integrity. The retrofitted specimens reached compressive strength of 1.62–5.64 times that of their unretrofitted counterparts, depending on the bed joint orientation, and joint shear strength increased by eightfold. | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Composite Unreinforced Masonry–Fiber-Reinforced Polymer Wall Assemblages Under In-Plane Loading | |
| type | Journal Paper | |
| journal volume | 9 | |
| journal issue | 1 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2005)9:1(73) | |
| tree | Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 001 | |
| contenttype | Fulltext | |
