| contributor author | Michael D. Hayes | |
| contributor author | John J. Lesko | |
| date accessioned | 2017-05-08T21:30:58Z | |
| date available | 2017-05-08T21:30:58Z | |
| date copyright | June 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291090-0268%282007%2911%3A3%28336%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/54452 | |
| description abstract | Fiber-reinforced polymer (FRP) composite beams are increasingly finding use in construction. Due to their lower stiffness relative to steel sections, the design of FRP structures is usually deflection controlled. Furthermore, shear deformation can be significant in FRP beams, thus, requiring the use of the Timoshenko beam theory to estimate deflections. However, the Timoshenko shear stiffness can be difficult to measure. Part of the measurement error has been attributed to shear warping effects. It has been hypothesized that warping restraints at loading points and supports increase the apparent shear stiffness to a degree that is significant at relatively short spans, e.g., | |
| publisher | American Society of Civil Engineers | |
| title | Measurement of the Timoshenko Shear Stiffness. I: Effect of Warping | |
| type | Journal Paper | |
| journal volume | 11 | |
| journal issue | 3 | |
| journal title | Journal of Composites for Construction | |
| identifier doi | 10.1061/(ASCE)1090-0268(2007)11:3(336) | |
| tree | Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 003 | |
| contenttype | Fulltext | |
