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A comparative study of numerical methods of elastic-plastic analysis.

Pedro V. Marcal
- 01 Jan 1968 - 
- Vol. 6, Iss: 1, pp 157-158
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TLDR
In this article, a comparison between the elastic-plastic stress-strain analysis of continuous solid bodies and the tangent modulus method has been made, where the load is applied in increments, and at each stage, a new set of coefficients are obtained for the equilibrium equations.
Abstract
WO general methods have been developed for the elasticplastic analysis of continuous solid bodies. The method of "thermal" or "initial strains"1 is based on the idea of modifying the elastic equations of equilibrium to compensate for the fact that the plastic strains do not cause any change in stress. On the other hand, the tangent modulus method2 is based on the linearity of the incremental laws of plasticity. The load is applied in increments, and at each stage, a new set of coefficients are obtained for the equilibrium equations. Both methods have been used in conjunction with finite element theory. The matrix equations for finite element analysis using the method of initial strains were developed in Refs. 3-5, whereas the equations for the tangent modulus method were developed in Refs. 6-8. Since both methods solve the same problem, there should be a close relation between them, and perhaps a comparison could lead to a better understanding of the original problem. This note addresses itself to such a comparison. II. Elastic-Plastic Stress-Strain Relations The linear relation between the increments of stress and strain developed in Marcal and King8 is taken here as the point of departure. With the definition of the elastic components of the strain increments,

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Citations
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Journal ArticleDOI

Elasto‐plastic stress analysis. A generalization for various contitutive relations including strain softening

TL;DR: In this article, the authors discuss several similar strategies for solving the problem of elas-to-plastic problems in the context of a general formulation, which includes ASSOCIATED and Non-Associated PLASTIC RELATIONS and StRAIN HARDENING as well as STRAIN SOFTENING.
Journal ArticleDOI

Inelastic Analysis of a Unidirectional Composite Subjected to Transverse Normal Loading

TL;DR: In this paper, numerical results for composite behavior beyond the elastic limit and up to first failure were obtained using finite element analysis, and examples representative of several actual material systems are presented.
Journal ArticleDOI

Finite element analysis of non-linear static and dynamic response

TL;DR: In this paper, a general formulation of the incremental equations of motion for structures undergoing large displacement finite strain deformation is presented, based on the Lagrangian frame of reference, in which constitutive models of a variety of types may be introduced.
Journal ArticleDOI

Finite element micromechanical analysis of a unidirectional composite including longitudinal shear loading

TL;DR: In this article, a two-dimensional finite element analysis has been extended to include longitudinal shear loadings in the third direction, thus permitting a more complete micromechanical analysis of a unidirectional composite material subjected to combined loading states.
Journal ArticleDOI

Large Strain, Elasto-Plastic Finite Element Analysis

TL;DR: In this article, large strain elastoplastic analysis by finite element method, using variational principles to derive equilibrium equations is presented. But the analysis is restricted to two dimensional structures.
References
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Journal ArticleDOI

Elastic-plastic analysis of two-dimensional stress systems by the finite element method

TL;DR: In this article, a method for the incremental elastic-plastic analysis of two-dimensional stress systems (plane stress, plane strain and axisymmetrically loaded body of revolution) is described.
Journal ArticleDOI

Elasto-plastic Matrix Displacement Analysis of Three-dimensional Continua

TL;DR: In this article, a number of novel developments in the matrix displacement method were presented in the context of the Computer Shapes the Theory (CSFT) lecture. But the main focus of the lecture was on the application of the new ideas on a series of examples.

Practical solution of plastic deformation problems in elastic-plastic range

TL;DR: In this paper, a practical method for solving plastic deformation problems in the elastic-plastic range is presented, which is one of successive approximations and illustrated by four examples which include a flat plate with temperature distribution across the width, a thin shell with axial temperature distribution, a solid cylinder with radial temperature distribution.

A discrete element method for the analysis of plane elasto-plastic stress problems

G. G. Pope
TL;DR: In this article, a procedure for the analysis of plane stress problems when yielding occurs locally was developed for the case when the region is divided into triangular elements and the deformation is analysed on a step-by-step basis, using the matrix notation developed by Argyris.
Journal ArticleDOI

A Discrete Element Method for the Analysis of Plane Elasto-Plastic Stress Problems

TL;DR: In this article, a procedure for the analysis of plane stress problems when yielding occurs locally is presented, where the region is divided into triangular elements and the deformation is analysed on a step-by-step basis, using the matrix notation developed by Argyris.
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