NUMERICAL ANALYSIS OF THIN BEAMS RESTING ON NONLINEAR ELASTIC FOUNDATIONS
The finite difference method is used for solving the basic differential equation for the elastic deformation of a thin beam supported on a nonlinear elastic foundation. A tangent approach is used to determine the modulus of subgrade reaction after constructing a second degree equation for load-defl...
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| Médium: | Artigo |
| Jazyk: | Inglês |
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University of Baghdad
2010-04-01
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| Edice: | Journal of Engineering |
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| On-line přístup: | https://joe.uobaghdad.edu.iq/index.php/main/article/view/2534 |
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