Abstract
This paper proposes an alternative way of constructing the global stiffness matrix in the finite element analysis of bending beams, which involve spatially deterministic or stochastical bending stiffness. Originating from Fuchs’ idea of decoupling the shear and bending components in the bending beam, the element level stiffness matrix is diagonalized. The generalized stress-strain, strain-displacement and equilibrium relationships are assembled, respectively, and then are combined to form the global stiffness matrix. The advantage of the new formulation is that the bending stiffness explicitly appears in the global stiffness matrix, which can be inverted exactly without application of perturbation based expansion. The mean vector and correlation matrix of the displacement of the beam are then obtained in terms of probabilistic characteristics of the uncertain bending stiffness. The example is given to illustrate the efficacy of the new formulation and its application to bending of stochastic beams.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Preview
Unable to display preview. Download preview PDF.
References
Chmielewski, M.A. (1981). Elliptically Symmetric Distributions: A Review and Bibliography, International Statistical Review, 49, 67–74.
Fuchs, M.B. (1991). Unimodal Beam Elements, International Journal of Solids and Structures, 27, 533–545.
Fuchs, M.B. (1992). Analytical Representation of Member Forces in Linear Elastic Redundant Trusses, International Journal of Solids and Structures, 29, 519–530.
Ghanem, R.G. and Spanos, P.D. (1991). Stochastic Finite Elements: A Spectral Approach. New York, Springer-Verlag.
Johnson, M.E. (1987). Multivariate Statistical Simulation. New York, Wiley & Sons.
Kleiber, M. and Hien, T.D. (1993). Stochastic Finite Element Method. New York, Wiley & Sons.
Nakagiri, S. and Hisada, T. (1985). An Introduction to Stochastic Finite Element Method: Analysis of Uncertain Structures. BaiFuKan, Tokyo, Japan (in Japanese).
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1996 Kluwer Academic Publishers
About this paper
Cite this paper
Elishakoff, I., Ren, Y.J., Shinozuka, M. (1996). Non-Perturbative Fem for Deterministic and Stochastic Beams Through Inverse of Stiffness Matrix. In: Naess, A., Krenk, S. (eds) IUTAM Symposium on Advances in Nonlinear Stochastic Mechanics. Solid Mechanics and its Applications, vol 47. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-0321-0_17
Download citation
DOI: https://doi.org/10.1007/978-94-009-0321-0_17
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-010-6630-3
Online ISBN: 978-94-009-0321-0
eBook Packages: Springer Book Archive