Swipe to navigate through the chapters of this book
A great deal of work has been published on finite element techniques.
This chapter presents the linear and non-linear dynamic finite element analysis intended to be used for nuclear facilities. Plasticity and cracking models are included. Solid isoparametric elements, panel and line elements are included which represent various materials. Solution procedures are recommended. Programs ISOPAR, F-BANG and other computer packages are recommend for the dynamic non-linear analysis of structures for nuclear facilities with and without cracking.
Please log in to get access to this content
To get access to this content you need the following product:
Akyuz. F.A., and Merwin. J.A. Solution of non-linear problems of elastoplasticity by finite element method. J. AIAA, 6,1968.
Bangash, M.Y.H. The Automated three-dimensional cracking analysis of prestressed concrete vessels, Proc. 6 th Int. Conf. Struct. Mech. Reactor Technology. Paper H3/2 Paris 1981
Bangash, M.Y.H. The structural Integrity of concrete containment vessels under external impact. Proc. 6 th Inter. Conf. Struc. Mech. React. Technology Paper J7/6, Paris, 1981.
Bangash, M.Y.H. Reactor Pressure Vessel Design and Practice. Prog. Nucl. Energy, 10, 69–124, 1982 CrossRef
Bangash, M.Y.H. The simulation of endochronic model in the cracking analysis of PCPV. Proc. 9 th Int. Conf. Struct. Mech. Reactor Tech. vol 4 pp 333–40, Lausanne, Switzerland 1987.
Bangash, M.Y.H. Manual of numerical methods in concrete. Thomas Telford, London. 2001 p. 918.
Bangash, M.Y.H. Explosion Resistant Buildings, Springer Verlag, Heidelberg, 2006, p. 783
Bangash, M.Y.H. Shock, Impact and Explosion. Structural Analysis and Design. Springer Verlag, Heidelberg 2009 pp.1365
Bangash, M.Y.H. Earthquake Resistant Buildings. Springer Verlag, Heidelberg. Inpress to be published in 2010
Banthia, N.P. Impact, resistance of concrete Ph.D. Thesis University of British Columbia, Canada 1987.
Bathe. K. J. and Wilson. E. L. Stability and accuracy analysis of direct integration methods. Earthquake Engineering Structural Dynamics 1, 1973, pp. 283–291. CrossRef
Bathe, K. J. Finite Element Procedures. Prentice Hall, Englewood Cliffs, NJ, 1996.
Burden. R. L. and Faires. J. D. Numerical Analysis. Prindle, Weber and Schmidt, Boston, 1985.
Craig R.R. Structural dynamics: An introduction to computer methods, Wiley, New York, 1981
Hallquist. J.O. et al. Sliding interfaces with contact-impact in large scale Lagrangian computations. Comp. Methods. Appl. Mech. Eng., 51, 107–37 1985.
Hildebrand, F. B. Introduction to Numerical Analysis. McGraw Hill, New York, NY, 1956. MATH
Hughes-Hallet, D., et al. Calculus. Wiley, New York, NY, 1994.
Keierleber, C. W. Higher-Order Explicit and Implicit Dynamic Time Integration Methods. University of Nebraska, Lincoln. NE, 2003.
Phillips D.V. Zienkiewicz O.C. Finite Element Non-linear Analysis of Concrete Structures. Proc. Inst. Civ. Eng. Res Theory. 61, 1976.
Tedesco, J. W., McDougal. W. G., and Ross, C. A. Structural Dynamics, Addison-Wesley Longman, Menlo Park, CA, 1999.
- Dynamic Finite Element Analysis
Prof. Dr. M.Y.H. Bangash
- Springer Berlin Heidelberg
- Sequence number
- Chapter number
- Chapter 3