| contributor author | M. M. Correia | |
| contributor author | F. Nunes | |
| contributor author | J. R. Correia | |
| contributor author | N. Silvestre | |
| date accessioned | 2017-05-08T21:36:40Z | |
| date available | 2017-05-08T21:36:40Z | |
| date copyright | August 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29cc%2E1943-5614%2E0000342.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/57478 | |
| description abstract | This paper addresses the buckling behavior and strength of hybrid pultruded short profiles subjected to uniform compression. Since the design of glass fiber-reinforced polymer (GFRP) pultruded profiles is often governed by deformations and buckling phenomena, the introduction of carbon fibers in GFRP (hybrid) profiles has been proved to increase both strength and stiffness of flexural members. In the context of short compression members (columns), experimental, numerical, and analytical studies were carried out, with particular attention being given to the local buckling. Two series of 660-mm-long I-section profiles ( | |
| publisher | American Society of Civil Engineers | |
| title | Buckling Behavior and Failure of Hybrid Fiber-Reinforced Polymer Pultruded Short Columns | |
| type | Journal Paper | |
| journal volume | 17 | |
| journal issue | 4 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)CC.1943-5614.0000339 | |
| tree | Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 004 | |
| contenttype | Fulltext | |
