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Finite element formulation of poro-e...

Li, Chao.

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Finite element formulation of poro-elasticity suitable for large deformation dynamic analysis.

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Finite element formulation of poro-elasticity suitable for large deformation dynamic analysis./
作者:	Li, Chao.
面頁冊數:	142 p.
附註:	Source: Dissertation Abstracts International, Volume: 64-11, Section: B, page: 5655.
Contained By:	Dissertation Abstracts International64-11B.
標題:	Engineering, Civil. -
電子資源:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=3111746

Finite element formulation of poro-elasticity suitable for large deformation dynamic analysis.
Li, Chao.

Finite element formulation of poro-elasticity suitable for large deformation dynamic analysis. - 142 p.

Source: Dissertation Abstracts International, Volume: 64-11, Section: B, page: 5655.

Thesis (Ph.D.)--Stanford University, 2004.

A finite element model based on mixture theory is presented for the analysis of a mechanical phenomenon involving dynamic expulsion of fluids from a fully saturated porous solid matrix in the regime of both infinitesimal and finite deformation. Subjects--Topical Terms:

783781
Engineering, Civil.

Finite element formulation of poro-elasticity suitable for large deformation dynamic analysis.
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245 1 0 $a Finite element formulation of poro-elasticity suitable for large deformation dynamic analysis.
300 $a 142 p.
500 $a Source: Dissertation Abstracts International, Volume: 64-11, Section: B, page: 5655.
500 $a Adviser: Ronaldo I. Borja.
502 $a Thesis (Ph.D.)--Stanford University, 2004.
520 $a A finite element model based on mixture theory is presented for the analysis of a mechanical phenomenon involving dynamic expulsion of fluids from a fully saturated porous solid matrix in the regime of both infinitesimal and finite deformation.
520 $a In the u-p formulation for the finite deformation analysis, a modified compressible neo-Hookean hyperelastic model with a Kelvin solid viscous enhancement for the solid matrix is implemented as a test function for the nonlinear constitutive mode
520 $a Numerical examples in 1-D and 2-D are presented to validate the finite element model. Results of the small and finite deformation analyses are compared at different strain levels. For the 1-D case the numerical simulation was also compared with
590 $a School code: 0212.
650 4 $a Engineering, Civil. $3 783781
650 4 $a Engineering, Mechanical. $3 783786
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