| contributor author | C. M. Wang | |
| contributor author | T. Q. Yang | |
| contributor author | K. Y. Lam | |
| date accessioned | 2017-05-08T22:38:22Z | |
| date available | 2017-05-08T22:38:22Z | |
| date copyright | July 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-9399%281997%29123%3A7%28746%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/84642 | |
| description abstract | This study presents exact relationships between the bending solutions of linear viscoelastic Timoshenko beams and linear viscoelastic Euler-Bernoulli beams under quasi-static loadings. The relationships provide a direct conversion of well-known Euler-Bernoulli solutions to that of Timoshenko solutions without further need for a more complicated shear deformable analysis. They should be useful to engineers designing shear deformable beam constructed from viscoelastic materials or exhibiting viscoelastic behavior. Further, they provide valuable exact solutions for checking the validity, convergence, and accuracy of numerical results and software for the bending analysis of linear viscoelastic Timoshenko beams. | |
| publisher | American Society of Civil Engineers | |
| title | Viscoelastic Timoshenko Beam Solutions from Euler-Bernoulli Solutions | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 7 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(1997)123:7(746) | |
| tree | Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 007 | |
| contenttype | Fulltext | |