| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 9706061 | International Journal of Mechanical Sciences | 2005 | 19 Pages |
Abstract
The elastic-plastic Deformation Theory solution for circular concrete slabs has been worked out. The resulting graph never touches the curve for rigid-plastic strain-rate solution as it does in the strip case, Eyre (Journal of Structuring Engineering 1990;116(12):3251; 1997;123(10):1331). However, the maximum membrane force at the centre may still be used to derive an explicit load capacity as a function of material properties and restraint stiffness only.
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Mechanical Engineering
Authors
S.K. Das, C.T. Morley,