Computational Geomechanics. Manuel Pastor
d upper Omega equals 0"/>
Neglecting source term and integrating by part the first part of the first term
Inserting the shape functions
(3.28b)
(3.29b)
(3.30b)
(3.31b)
(3.32b)
Equation (3.33) is scalar.
3.4 Conclusions
In this chapter, the governing equations introduced in Chapter 2 are discretized in space and time using various implicit and explicit algorithms. They are now ready for implementation into computer codes. In Chapter 5, we shall address some special modeling aspects and in Chapters 6–8, we shall show some applications for static, quasi‐static, and dynamic examples to illustrate the practical applications of the method and to validate and verify the schemes and constitutive models used.
References
1 Babuska, I. (1971). Error bounds for finite element methods, Num. Math., 16, 322–333.
2 Babuska, I. (1973). The finite element method with Lagrange Multipliers, Num. Math., 20, 179–192.
3 Bergan, P. G. and Mollener, E. (1985). An automatic time‐stepping algorithm for dynamic problems, Comp. Meth. Appl. Mech. Eng. 49, 299–318.
4 Brezzi, F. (1974). On the existence, uniqueness and approximation of saddle point problems arising from Lagrange multipliers, R.A.I.R.O. Anal. Numér., 8, R‐2, 129–151.
5 Chan, A. H. C. (1988). A unified Finite Element Solution to Static and Dynamic Geomechanics problems. Ph.D. Dissertation, University College of Swansea, Wales.
6 Chan, A. H. C. (1995). User manual for DIANA SWANDYNE‐II, School of Civil Engineering, University of Birmingham, December, Birmingham.
7 Clough, R. W. and Penzien, J. (1975). Dynamics of Structures, McGraw‐Hill, New York.
8 Clough, R. W. and Penzien, J. (1993). Dynamics of Structures (2nd edn), McGraw‐Hill, Inc., New York.
9 Crisfield, M. A. (1979). A faster modified Newton‐Raphson iteration, Comp. Meth. Appl. Mech. Eng., 20, 267–278.
10 Dewoolkar, M. M. (1996). A study of seismic effects on centiliver‐retaining walls with saturated backfill. Ph.D Thesis. Dept of Civil Engineering, University of Colorado. Boulder, USA.
11 Katona, M. G. (1985). A general family of single‐step methods for numerical time integration of structural dynamic equations, NUMETA 85, 1, 213–225.
12 Katona,