| contributor author | Robert F. Lindyberg | |
| contributor author | Habib J. Dagher | |
| date accessioned | 2017-05-08T21:59:42Z | |
| date available | 2017-05-08T21:59:42Z | |
| date copyright | June 2012 | |
| date issued | 2012 | |
| identifier other | %28asce%29st%2E1943-541x%2E0000537.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68406 | |
| description abstract | The University of Maine, in conjunction with Willamette Industries, Georgia-Pacific, Strongwell, and APA—the Engineered Wood Association, tested 90 fiber-reinforced polymer (FRP)-reinforced glue-laminated wood (glulam) beams. This study showed that a FRP reinforcement ratio of 3% in tension can increase glulam-allowable bending stress ( | |
| publisher | American Society of Civil Engineers | |
| title | ReLAM: Nonlinear Probabilistic Model for the Analysis of Reinforced Glulam Beams in Bending | |
| type | Journal Paper | |
| journal volume | 138 | |
| journal issue | 6 | |
| journal title | Journal of Structural Engineering | |
| identifier doi | 10.1061/(ASCE)ST.1943-541X.0000496 | |
| tree | Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 006 | |
| contenttype | Fulltext | |
