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Nguồn tham khảo
| Tài liệu tham khảo | Loại | Chi tiết | ||||||
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| 49. Smith I.M, Griffiths D.V & Margetts L. (2014). " Programming the finite element method" 5th ed., John Wiley & Sons | Sách, tạp chí |
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| 1. Arnold D., Brezzi F., Fortin M. (1984). A stable fnite element for the Stokes equations, Calcolo, Vol.21, pp 337–344 | Khác | |||||||
| 2. Belytschko T, Liuand W.K & Moran B (2001). Nonlinear finite elements for continua and structures. JohnWiley&Sons,Ltd | Khác | |||||||
| 3. Belytschko T., Bachrach W.E (1986). Efficient implementation of quadrilaterals with high coarse-mesh accuracy. Computer Methods in Applied Mechanics and Engineering, Vol.54, pp.279-301 | Khác | |||||||
| 5. Borja R.I. (1991), ―Cam clay plasticity, part II: Implicit intergration of constitutive equations based on nonlinear elastic stress prediction‖ Comput, Meth, Appl. Mech.Eng., Vol.88, pp 225-240 | Khác | |||||||
| 6. Borja R.I. & Lee S.R. (1990), ― Cam clay plasticity, part I: implicit intergration of constitutive relations‖, Comput. Meth. Appl. Mech. Eng., Vol.78, pp 49-72 | Khác | |||||||
| 7. Britto A.M. & Gunn M.J (1987), ―Critical state soil mechnics via finite elements‖, Ellis Horwood Ltd., Chichester, U.K | Khác | |||||||
| 8. César De Sá J. M. A. & Natal Jorge R. M (1999). New Enhanced Strain Elements For Incompressible Problem. Int. J. Numer. Meth. Engng. Vol 44, pp229—248 | Khác | |||||||
| 9. Chen, & Mizuno. (1990). Nonlinear analysis in soil mechanics, Theory and Implementation: Elsevier | Khác | |||||||
| 11. Ciria H, Peraire .J & Bonet .J (2008). Mesh adaptive computation of upper and lower bounds in limit analysis, Internat. J. Numer. Methods Engrg. Vol.75, pp.899–944 | Khác | |||||||
| 12. Dawson, Roth, & Drescher. (1999). Slope stability analysis by strength reduction. Geotechnique, Vol.49(6), pp.835-840 | Khác | |||||||
| 13. De Souza Neto, E.A., Andrade Pires, F.M. and Owen, D.R.J. (2005). F-bar-based Linear Triangles and Tetrahedra for Finite Strain Analysis of Nearly Incompressible Solids. Part I: Formulation and Benchmarking. Int. J. Numer. Meth.Engng, 62(3), 353–383 | Khác | |||||||
| 14. Davis E.H & Booker J.R (1971). The bearing capacity of strip footing form the standpoint of plasticity theory, In: Proceedings of the first Australian-New Zealand Conference on Geomechanics, Melbourne,pp.275-282 | Khác | |||||||
| 15. De Borst. (1991). Simulation of strain localization. A reappraisal of the Cosserat continuum. Engineering Computations, Vol.8(4), pp.317-332 | Khác | |||||||
| 16. De Borst, Sluys, & Muhlhaus. (1993). Fundamental issues in finite analyses of localisation of deformation. Engineering computations, Vol.10(2) | Khác | |||||||
| 17. Deb, Prevost, & Loret. (1996). Adaptive meshing for dynamic strain localization. Computer Methods in Applied Mechanics and Engineering, Vol.137(3-4), 285- 306 | Khác | |||||||
| 18. Dvorkin E.N & Vassolo S.I (1989). A quadrilateral 2-D finite element based on mixed interpolation of tensorial components’, Engng. Comput., Vol6, pp 217—224 | Khác | |||||||
| 19. Dorfer W (1996). A convergent adaptive algorithm for Poisson’s equation, SIAMJ. Numer. Anal. Vol.33. pp.1106–1124 | Khác | |||||||
| 20. Dr James P Doherty (2010). Introducing plasticity into the finite element method, Computational Geomechanics (CIVIL8120) Notes, The University of Western Australia School of Civil and Resources Engineering | Khác | |||||||
| 21. Fredriksson M., Ottosen N.S (2004). Fast and accurate 4-node quadrilateral. International Journal for Numerical Methods in Engineering, Vol.61, pp.1809- 1834 | Khác |
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