The simple method of dynamic visco-elastic analysis of road structure. on rheological foundation
| Author(s): |
Sławomir Karaś
Magdalena Sawecka |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Budownictwo i Architektura, June 2009, n. 1, v. 4 |
| Page(s): | 073-083 |
| DOI: | 10.35784/bud-arch.2335 |
| Abstract: |
In contrast to computationally advanced methods of road pavement dynamic analysis, the one-dimensional, simple method is derived on the basis of visco-elastic simple beam lying on generalized Winkler visco-elastic foundation. By virtue of least square method the visco-elastic constants could be estimated with technically admissible accuracy. The introduced method is useful enough to predict any pavement deformation process in the range of linear visco-elasticity. |
| License: | This creative work has been published under the Creative Commons Attribution-ShareAlike 4.0 International (CC-BY-SA 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given and the same license is used as for the original work (the above link must be included). Any alterations to the original must also be mentioned. |
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10476170 - Published on:
13/11/2020 - Last updated on:
02/06/2021
