Timoshenko Beam DynamicsSource: Journal of Applied Mechanics:;1971:;volume( 038 ):;issue: 003::page 591Author:G. M. Anderson
DOI: 10.1115/1.3408858Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: The general problem of Timoshenko beam analysis is solved using the Laplace transform method. Time-dependent boundary and normal loads are considered. It is established that the integrands of the inversion integrals are always single-valued for beams of finite length and modal solutions can always be obtained using the residue theorem.
keyword(s): Dynamics (Mechanics) , Stress , Laplace transforms AND Theorems (Mathematics) ,
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| contributor author | G. M. Anderson | |
| date accessioned | 2017-05-09T00:48:58Z | |
| date available | 2017-05-09T00:48:58Z | |
| date copyright | September, 1971 | |
| date issued | 1971 | |
| identifier issn | 0021-8936 | |
| identifier other | JAMCAV-25946#591_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/148423 | |
| description abstract | The general problem of Timoshenko beam analysis is solved using the Laplace transform method. Time-dependent boundary and normal loads are considered. It is established that the integrands of the inversion integrals are always single-valued for beams of finite length and modal solutions can always be obtained using the residue theorem. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Timoshenko Beam Dynamics | |
| type | Journal Paper | |
| journal volume | 38 | |
| journal issue | 3 | |
| journal title | Journal of Applied Mechanics | |
| identifier doi | 10.1115/1.3408858 | |
| journal fristpage | 591 | |
| journal lastpage | 594 | |
| identifier eissn | 1528-9036 | |
| keywords | Dynamics (Mechanics) | |
| keywords | Stress | |
| keywords | Laplace transforms AND Theorems (Mathematics) | |
| tree | Journal of Applied Mechanics:;1971:;volume( 038 ):;issue: 003 | |
| contenttype | Fulltext |