FINITE ELEMENT - PERTURBATION ANALYSIS OF NONLINEAR DYNAMIC RESPONSE OF ELASTIC CONTINUUA.

Satya N. Atluri

FINITE ELEMENT - PERTURBATION ANALYSIS OF NONLINEAR DYNAMIC RESPONSE OF ELASTIC CONTINUUA.

Satya N. Atluri

Mechanical Engineering

Research output: Contribution to conference › Paper › peer-review

Abstract

A compatible displacement finite element model is employed for discretization in spatial coordinates, to reduce the relevant partial differential equations of the problem to a system of coupled, nonlinear, ordinary differential equations which govern the behavior of nodal displacements in time. These equations are solved by means of uniformly valid asymptotic expansion procedure. An example and discussion are included.

Original language	English
Pages	581-595
Number of pages	15
State	Published - 1974
Event	Int Conf on Finite Elem Methods in Eng, Proc - Kensington, Aust Duration: Aug 28 1974 → Aug 30 1974

Conference

Conference	Int Conf on Finite Elem Methods in Eng, Proc
City	Kensington, Aust
Period	08/28/74 → 08/30/74

Cite this

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title = "FINITE ELEMENT - PERTURBATION ANALYSIS OF NONLINEAR DYNAMIC RESPONSE OF ELASTIC CONTINUUA.",

abstract = "A compatible displacement finite element model is employed for discretization in spatial coordinates, to reduce the relevant partial differential equations of the problem to a system of coupled, nonlinear, ordinary differential equations which govern the behavior of nodal displacements in time. These equations are solved by means of uniformly valid asymptotic expansion procedure. An example and discussion are included.",

author = "Atluri, {Satya N.}",

year = "1974",

language = "English",

pages = "581--595",

note = "Int Conf on Finite Elem Methods in Eng, Proc ; Conference date: 28-08-1974 Through 30-08-1974",

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T1 - FINITE ELEMENT - PERTURBATION ANALYSIS OF NONLINEAR DYNAMIC RESPONSE OF ELASTIC CONTINUUA.

AU - Atluri, Satya N.

PY - 1974

Y1 - 1974

N2 - A compatible displacement finite element model is employed for discretization in spatial coordinates, to reduce the relevant partial differential equations of the problem to a system of coupled, nonlinear, ordinary differential equations which govern the behavior of nodal displacements in time. These equations are solved by means of uniformly valid asymptotic expansion procedure. An example and discussion are included.

AB - A compatible displacement finite element model is employed for discretization in spatial coordinates, to reduce the relevant partial differential equations of the problem to a system of coupled, nonlinear, ordinary differential equations which govern the behavior of nodal displacements in time. These equations are solved by means of uniformly valid asymptotic expansion procedure. An example and discussion are included.

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M3 - Paper

AN - SCOPUS:0016179566

SP - 581

EP - 595

T2 - Int Conf on Finite Elem Methods in Eng, Proc

Y2 - 28 August 1974 through 30 August 1974

ER -

FINITE ELEMENT - PERTURBATION ANALYSIS OF NONLINEAR DYNAMIC RESPONSE OF ELASTIC CONTINUUA.

Abstract

Conference

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