Low Order Plate Bending Elements with Enhanced Strains

Reinhard E. Piltner

Low Order Plate Bending Elements with Enhanced Strains

Mathematical Sciences

Research output: Contribution to conference › Presentation

Abstract

Two variational formulations are considered for the development of low order plate bending elements. For the constitutive equation, the three-dimensional stress–strain relations are used without any modification. No shear correction factors are necessary in the formulation. Bilinear functions are used to approximate the deflection, the two rotations and the thickness change of the plate. The key ingredients in the low order formulation are the inclusion of the thickness change and the use of enhanced strain terms.

Original language	American English
State	Published - Jun 2001
Event	MIT Conference on Computational Fluid and Solid Mechanics - Cambridge, MA Duration: Jun 1 2001 → …

Conference

Conference	MIT Conference on Computational Fluid and Solid Mechanics
Period	06/1/01 → …

Keywords

Enhanced Strains
Low Order
Plate Bending Elements

DC Disciplines

Mathematics

Cite this

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title = "Low Order Plate Bending Elements with Enhanced Strains",

abstract = " Two variational formulations are considered for the development of low order plate bending elements. For the constitutive equation, the three-dimensional stress–strain relations are used without any modification. No shear correction factors are necessary in the formulation. Bilinear functions are used to approximate the deflection, the two rotations and the thickness change of the plate. The key ingredients in the low order formulation are the inclusion of the thickness change and the use of enhanced strain terms.",

keywords = "Enhanced Strains, Low Order, Plate Bending Elements",

author = "Piltner, {Reinhard E.}",

year = "2001",

month = jun,

language = "American English",

note = "MIT Conference on Computational Fluid and Solid Mechanics ; Conference date: 01-06-2001",

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TY - CONF

T1 - Low Order Plate Bending Elements with Enhanced Strains

AU - Piltner, Reinhard E.

PY - 2001/6

Y1 - 2001/6

N2 - Two variational formulations are considered for the development of low order plate bending elements. For the constitutive equation, the three-dimensional stress–strain relations are used without any modification. No shear correction factors are necessary in the formulation. Bilinear functions are used to approximate the deflection, the two rotations and the thickness change of the plate. The key ingredients in the low order formulation are the inclusion of the thickness change and the use of enhanced strain terms.

AB - Two variational formulations are considered for the development of low order plate bending elements. For the constitutive equation, the three-dimensional stress–strain relations are used without any modification. No shear correction factors are necessary in the formulation. Bilinear functions are used to approximate the deflection, the two rotations and the thickness change of the plate. The key ingredients in the low order formulation are the inclusion of the thickness change and the use of enhanced strain terms.

KW - Enhanced Strains

KW - Low Order

KW - Plate Bending Elements

M3 - Presentation

T2 - MIT Conference on Computational Fluid and Solid Mechanics

Y2 - 1 June 2001

ER -

Low Order Plate Bending Elements with Enhanced Strains

Abstract

Conference

Keywords

DC Disciplines

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Cite this