- About
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The Global ETD Search service is a free service for researchers
to find electronic theses and dissertations. This service is
provided by the
Networked Digital Library of Theses and Dissertations.
Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
Search results
Showing 61 to 70 of 254 (0.009 seconds)| 61 |
Isotropic and reinforced rubber analysisAnderson, H. J. January 1985 (has links)
No description available.
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| 62 |
The application of finite element methods to geometrically non-linear structural analysisWood, R. D. January 1974 (has links)
No description available.
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| 63 |
A non-linear elastic anisotropic analysis of Llyn Brianne Dam by finite elementsJones, D. B. January 1975 (has links)
No description available.
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| 64 |
A numerical investigation into post yield fractureLight, M. F. January 1976 (has links)
No description available.
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| 65 |
The solution of nonlinear field problems by the finite element methodLyness, J. F. January 1976 (has links)
No description available.
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| 66 |
Finite and infinite elements in static and dynamic structural analysisMarques, J. M. M. C. January 1984 (has links)
No description available.
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| 67 |
Matrix update methods in nonlinear analysis of two dimensinonal and thin shell problemsReis Gomes, C. M. B. January 1982 (has links)
In this study, the nonlinear analysis of two dimensional plane stress/strain and three dimensional thin shell structures is undertaken. Matrix update methods such as the Quasi-Newton (B.F.G.S.) and the Secant Newton were implemented and their performance assessed in a comparison with Newton Raphson type algorithms. Nonlinear problems involved include material and geometric nonlinearities. In the case of geometric nonlinearities both problems of small strains and large strains with hyperelastic materials are considered. In the case of material nonlinearities elastoplastic and viscoplastic theories were considered. A Total Lagrangian formulation is used for geometric nonlinear analysis. Finally, a comparison is made between the Quasi-Newton method and the direct iteration method in the solution of field problems governed by the quasi-harmonic equation.
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| 68 |
Dynamic transient analysis of structures including geometric and/or material non-linearity effectsShantaram, D. January 1976 (has links)
No description available.
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| 69 |
The analysis of practical axisymmetric shells with various loadings during construction and in serviceJones, G. M. A. January 1976 (has links)
No description available.
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| 70 |
A finite element investigation of the buckling of viscous layersWilliams, J. R. January 1977 (has links)
No description available.
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