Please use this identifier to cite or link to this item:
https://scholarbank.nus.edu.sg/handle/10635/66331
DC Field | Value | |
---|---|---|
dc.title | TRANSIENT WAVES IN A ROD SUBJECTED TO IMPULSIVE END LOADING. | |
dc.contributor.author | Thambiratnam, David P. | |
dc.date.accessioned | 2014-06-17T08:26:53Z | |
dc.date.available | 2014-06-17T08:26:53Z | |
dc.date.issued | 1986-05 | |
dc.identifier.citation | Thambiratnam, David P. (1986-05). TRANSIENT WAVES IN A ROD SUBJECTED TO IMPULSIVE END LOADING.. Earthquake Engineering & Structural Dynamics 14 (3) : 475-485. ScholarBank@NUS Repository. | |
dc.identifier.issn | 03756297 | |
dc.identifier.uri | http://scholarbank.nus.edu.sg/handle/10635/66331 | |
dc.description.abstract | Herein the propagation of transient waves in a rod due to impulsive end loading is investigated using the method of wavefront expansion. The analysis is based on the concept of a wave as a carrier of discontinuities in the field variables and their derivatives. These discontinuities are determined from a set of recurrence relations which are in turn generated by the use of time harmonic asymptotic series solutions to the equations of motion. Transients due to both velocity and strain (or stress) boundary conditions are treated. Numerical examples are presented to illustrate the method of solution. The results indicate the distortion of the transient waves due to the dispersive nature of the governing equations. Transients due to other boundary conditions at the rod end can be treated by using the results presented in the paper. | |
dc.source | Scopus | |
dc.type | Article | |
dc.contributor.department | CIVIL ENGINEERING | |
dc.description.sourcetitle | Earthquake Engineering & Structural Dynamics | |
dc.description.volume | 14 | |
dc.description.issue | 3 | |
dc.description.page | 475-485 | |
dc.description.coden | IJEEB | |
dc.identifier.isiut | NOT_IN_WOS | |
Appears in Collections: | Staff Publications |
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