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2 IJSS 2009 PrevostBendingofaPoroelasticBeamwithLateralDiffusion
Bending of a poroelastic beam with lateral diffusion
George W. Scherer *, Jean H. Prévost, Zhi-Hua Wang
Dept. Civil Env. Eng., Eng. Quad. E-319, Princeton University, Princeton, NJ 08544, USA
a r t i c l e i n f o
Article history:
Received 17 February 2009
Received in revised form 27 May 2009
Available online 6 June 2009
Keywords:
Stress relaxation
Beams and columns
Porous material
Strain compatibility
Finite elements
a b s t r a c t
Bending an elastic beam leads to a complicated 3D stress distribution, but the shear and transverse stres-
ses are so small in a slender beam that a good approximation is obtained by assuming purely uniaxial
stress. In this paper, we demonstrate that the same is true for a saturated poroelastic beam. Previous
studies of poroelastic beams have shown that, to satisfy the Beltrami–Michell compatibility conditions,
it is necessary to introduce either a normal transverse stress or shear stresses in addition to the bending
stress. The problem is further complicated if lateral diffusion is permitted. In this study, a fully coupled
finite element analysis (FEA) incorporating the lateral diffusion effect is presented. Results predicted by
the ‘‘exact” numerical solution, including load relaxation, pore pressure, stresses and strains, are com-
pared to an approximate analytical solution that incorporates the assumptions of simple beam theory.
The applicability of the approximate beam-bending solution is investigated by comparing it to FEA sim-
ulations of beams with various aspect ratios. For ‘‘beams” with large width-to-height ratios, the Poisson
effect causes vertical deflections that cannot be neglected. It is suggested that a theory of plate bending is
needed in the case of poroelastic media with large width-to-height ratios. Nevertheless, use of the
approximate solution yields very small errors over the range of width-to-height ratios (viz., 1–4) explored
with FEA.
2009 Elsevier Ltd. All rights reserved.
1. Introduction
Poroelastic analys
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