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https://hdl.handle.net/11681/46972Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Chou, Yu T. | - |
| dc.creator | Mobility and Environmental Systems Laboratory (U.S.) | - |
| dc.date.accessioned | 2023-05-01T16:39:32Z | - |
| dc.date.available | 2023-05-01T16:39:32Z | - |
| dc.date.issued | 1969-12 | - |
| dc.identifier.govdoc | Miscellaneous Paper M-69-8 | - |
| dc.identifier.uri | https://hdl.handle.net/11681/46972 | - |
| dc.description | Miscellaneous Paper | en_US |
| dc.description.abstract | A multilayered, linear, elastic, and viscoelastic half space under stationary and moving axisymmetric loads is analyzed. Solutions are presented for normal stress, radial stress, tangential stress, shear stress, vertical deflection, and radial displacement at any point within the half space. The elastic solutions are obtained by Love's stress function and the Fourier-Hankel transform; the viscoelastic solutions, based on the elastic-viscoelastic correspondence principle, are obtained by applying the Laplace transformation to replace the time variable with a transformed variable. The time-dependent problem is then changed to an associated elastic problem. Inversion of the solution of the associated elastic problem into the real time variable solves the viscoelastic problem. By neglecting the inertia effect, the static viscoelastic solution has been extended to the moving load case. Numerical examples are given to illustrate the response of the materials to a normal point load. Such an analysis is believed to be an essential step in the development of a rational method for designing airport and highway flexible pavements. | en_US |
| dc.description.sponsorship | United States. Army Materiel Command. | en_US |
| dc.format.extent | 36 pages / 4.11 MB | - |
| dc.format.medium | - | |
| dc.language.iso | en_US | en_US |
| dc.publisher | U.S. Army Engineer Waterways Experiment Station | en_US |
| dc.relation.ispartofseries | Miscellaneous Paper (U.S. Army Engineer Waterways Experiment Station) ; M-69-8 | - |
| dc.rights | Approved for Public Release; Distribution is Unlimited | - |
| dc.source | This Digital Resource was created from scans of the Print Resource | - |
| dc.subject | Pavements--Mathematical models | en_US |
| dc.subject | Strains and stresses | en_US |
| dc.subject | Mathematical models | en_US |
| dc.title | A general theory of stresses and displacements in elastic and viscoelastic layered systems | en_US |
| dc.type | Report | en_US |
| Appears in Collections: | Miscellaneous Paper | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| Miscellaneous Paper M-69-8.pdf | 4.11 MB | Adobe PDF |  View/Open |