Computational Solid Mechanics Computational Plasticity

Similar documents
8.7 Associated and Non-associated Flow Rules

FE FORMULATIONS FOR PLASTICITY

Coupled Thermomechanical Contact Problems

The. Consortium. Continuum Mechanics. Original notes by Professor Mike Gunn, South Bank University, London, UK Produced by the CRISP Consortium Ltd

VULCAN 2000: A FINITE ELEMENT SYSTEM FOR THE SIMULATION OF CASTING PROCESSES C. Agelet de Saracibar, M. Cervera & M. Chiumenti ETS Ingenieros de Camin

MODELING OF CONCRETE MATERIALS AND STRUCTURES. Kaspar Willam. Uniaxial Model: Strain-Driven Format of Elastoplasticity

Elio Sacco. Dipartimento di Ingegneria Civile e Meccanica Università di Cassino e LM

Adam Paweł Zaborski. 8 Plasticity. reloading. 1. Bauschinger s effect. 2. unchanged yielding limit. 3. isotropic hardening

MHA042 - Material mechanics: Duggafrågor

GBT (GENERALISED BEAM THEORY)-BASED ELASTIC - PLASTIC POST-BUCKLING ANALYSIS OF STAINLESS STEEL THIN-WALLED MEMBERS

ON THE CONSTITUTIVE MODELING OF THERMOPLASTIC PHASE-CHANGE PROBLEMS C. Agelet de Saracibar, M. Cervera & M. Chiumenti ETS Ingenieros de Caminos, Canal

Elio Sacco. Dipartimento di Ingegneria Civile e Meccanica Università di Cassino e LM

Geo-E2010 Advanced Soil Mechanics L Wojciech Sołowski. 07 March 2017

Lecture #6: 3D Rate-independent Plasticity (cont.) Pressure-dependent plasticity

Constitutive models: Incremental plasticity Drücker s postulate

ANALYSIS OF ULTRA LOW CYCLE FATIGUE PROBLEMS WITH THE BARCELONA PLASTIC DAMAGE MODEL

A SIMPLE PLASTICITY MODEL FOR PREDICTING TRANSVERSE COMPOSITE RESPONSE AND FAILURE

FEM for elastic-plastic problems

Lecture #5: Introduction to Continuum Mechanics Three-dimensional Rate-independent Plasticity. by Dirk Mohr

On the Numerical Modelling of Orthotropic Large Strain Elastoplasticity

The Finite Element Method II

DEVELOPMENT OF A CONTINUUM PLASTICITY MODEL FOR THE COMMERCIAL FINITE ELEMENT CODE ABAQUS

You may not start to read the questions printed on the subsequent pages until instructed to do so by the Invigilator.

Churilova Maria Saint-Petersburg State Polytechnical University Department of Applied Mathematics

3D and 2D Formulations of Incremental Stress-Strain Relations for Granular Soils

Plasticity R. Chandramouli Associate Dean-Research SASTRA University, Thanjavur

Finite Element Analysis of V-Bending of Polypropylene Using Hydrostatic-Pressure-Dependent Plastic Constitutive Equation*

The effect of dynamic bending moments on the ratchetting behavior of stainless steel pressurized piping elbows

The Finite Element Method for the Analysis of Non-Linear and Dynamic Systems. Prof. Dr. Eleni Chatzi Lecture ST1-19 November, 2015

On the constitutive modeling of coupled thermomechanical phase-change problems

Conference Paper A Finite Element Approach for the Elastic-Plastic Behavior of a Steel Pipe Used to Transport Natural Gas

Analysis of cold rolling a more accurate method

Find the equation of a plane perpendicular to the line x = 2t + 1, y = 3t + 4, z = t 1 and passing through the point (2, 1, 3).

Mathematical Modeling. of Large Elastic-Plastic Deformations

Theory of Plasticity. Lecture Notes

Analytical formulation of Modified Upper Bound theorem

CH.9. CONSTITUTIVE EQUATIONS IN FLUIDS. Multimedia Course on Continuum Mechanics

Reference material Reference books: Y.C. Fung, "Foundations of Solid Mechanics", Prentice Hall R. Hill, "The mathematical theory of plasticity",

Some Aspects of a Discontinuous Galerkin Formulation for Gradient Plasticity at Finite Strains

A comparison between the Perzyna viscoplastic model and the Consistency viscoplastic model

MECHANICS OF MATERIALS. EQUATIONS AND THEOREMS

CH.1. THERMODYNAMIC FOUNDATIONS OF CONSTITUTIVE MODELLING. Computational Solid Mechanics- Xavier Oliver-UPC

Characterization of Material Parameters

MODELING OF CONCRETE MATERIALS AND STRUCTURES. Kaspar Willam. Class Meeting #5: Integration of Constitutive Equations

On the Orthogonal Subgrid Scale Pressure Stabilization of Small and Finite Deformation J2 Plasticity

ELASTO-VISCOPLASTIC MATERIAL MODEL CONSIDERING LARGE STRAINS FOR ETFE-FOILS

Simulation of Impact and Fragmentation with the Material Point Method

A Simple And Efficient FEM-Implementation Of The Modified Mohr-Coulomb Criterion Clausen, Johan Christian; Damkilde, Lars

Robustness of classifiers to uniform l p and Gaussian noise Supplementary material

Convex Optimization methods for Computing Channel Capacity

ELAS - Elasticity

arxiv: v1 [cs.ce] 23 Aug 2016

Formulation of a nonlinear porosity law for fully saturated porous media at finite strains

SSNV221 Hydrostatic test with a behavior DRUCK_PRAGER linear and parabolic

THE INFLUENCE OF DISLOCATION DENSITY ON THE BEHAVIOUR OF CRYSTALLINE MATERIALS

1. Background. is usually significantly lower than it is in uniaxial tension

Implementation and Validation of Finite Volume C++ Codes for Plane Stress Analysis

We used this in Eq without explaining it. Where does it come from? We know that the derivative of a scalar is a covariant vector, df

Non-linear and time-dependent material models in Mentat & MARC. Tutorial with Background and Exercises

Concept Question Comment on the general features of the stress-strain response under this loading condition for both types of materials

ENGN 2290: Plasticity Computational plasticity in Abaqus

3D Elasticity Theory

CH.6. LINEAR ELASTICITY. Multimedia Course on Continuum Mechanics

Simplifications to Conservation Equations

Interdisciplinary Applied Mathematics

A Comparative Analysis of Linear and Nonlinear Kinematic Hardening Rules in Computational Elastoplasticity

Rigorous bounds on scaling laws in fluid dynamics

Pressure-sensitivity Effects on Toughness Measurements of Compact Tension Specimens for Strain-hardening Solids

Unified Constitutive Model for Engineering- Pavement Materials and Computer Applications. University of Illinois 12 February 2009

MODELING OF CONCRETE MATERIALS AND STRUCTURES. Kaspar Willam. Isotropic Elastic Models: Invariant vs Principal Formulations

CH.11. VARIATIONAL PRINCIPLES. Multimedia Course on Continuum Mechanics

John Weatherwax. Analysis of Parallel Depth First Search Algorithms

INTRODUCING THE SHEAR-CAP MATERIAL CRITERION TO AN ICE RUBBLE LOAD MODEL

3D MATERIAL MODEL FOR EPS RESPONSE SIMULATION

Deformation Analysis of Ground Foundation Usage and theory of DACSAR

Chapter 3 Variational Formulation & the Galerkin Method

Computational Inelasticity FHLN05. Assignment A non-linear elasto-plastic problem

Tensor Transformations and the Maximum Shear Stress. (Draft 1, 1/28/07)

Microplane Model formulation ANSYS, Inc. All rights reserved. 1 ANSYS, Inc. Proprietary

HÅLLFASTHETSLÄRA, LTH Examination in computational materials modeling

A simple elastoplastic model for soils and soft rocks

On Springback Prediction In Stamping Of AHSS BIW Components Utilizing Advanced Material Models

An anisotropic continuum damage model for concrete

Comparison of Models for Finite Plasticity

STRONG TYPE INEQUALITIES AND AN ALMOST-ORTHOGONALITY PRINCIPLE FOR FAMILIES OF MAXIMAL OPERATORS ALONG DIRECTIONS IN R 2

Integration of Rousselier s continuous ductile damage model

A Piecewise Linear Isotropic-Kinematic Hardening Model with Semi-Implicit Rules for Cyclic Loading and Its Parameter Identification

SAMARIS. Draft report

Transactions on Engineering Sciences vol 6, 1994 WIT Press, ISSN

STRESS-STRAIN-DILATANCY RELATIONSHIPS OF NORMALLY CONSOLIDATED DHAKA CLAY

Unified approach of coupled constitutive laws

Various Proofs for the Decrease Monotonicity of the Schatten s Power Norm, Various Families of R n Norms and Some Open Problems

An example solution of a panel in the elastic-plastic regime

A NUMERICAL MODEL OF FINITE DIFFERENCE (F.D) FOR DYNAMIC PILE DRIVING

(MPa) compute (a) The traction vector acting on an internal material plane with normal n ( e1 e

Esben Byskov. Elementary Continuum. Mechanics for Everyone. With Applications to Structural Mechanics. Springer

Constitutive models: Incremental (Hypoelastic) Stress- Strain relations. and

Mathematical Background

On the numerical algorithm for isotropic kinematic hardening with the Armstrong Frederick evolution of the back stress

Week 8 lectures. ρ t +u ρ+ρ u = 0. where µ and λ are viscosity and second viscosity coefficients, respectively and S is the strain tensor:

Transcription:

Comutational Solid Mechanics Comutational Plasticity Chater 3. J Plasticity Models C. Agelet de Saracibar ETS Ingenieros de Caminos, Canales y Puertos, Universidad Politécnica de Cataluña (UPC), Barcelona, Sain International Center for Numerical Methods in Engineering (CIMNE), Barcelona, Sain

J Plasticity Models > Contents Contents Contents 1. J rate indeendent lasticity models 1.. J rate deendent lasticity models 1. March 1, 017 Carlos Agelet de Saracibar

J Plasticity Models > Contents Contents Contents 1. J rate indeendent lasticity models 1.. J rate deendent lasticity models 1. March 1, 017 Carlos Agelet de Saracibar 3

Hyothesis J Plasticity Models > Rate Indeendent Plasticity Models Within the framework of the infinitesimal deformation theory, we introduce the following hyothesis for a J rate-indeendent linear elastic-hardening lasticity model, within the incremental theory of lasticity: H1. Additive slit of the infinitesimal strain tensor e ε= ε + ε H. Set of lastic internal variables E { ξ } : = ε,, ξ March 1, 017 Carlos Agelet de Saracibar 4

J Plasticity Models > Rate Indeendent Plasticity Models H3. Free energy er unit of volume ( e ) ( e ε,, ξ : = W ε ) +Π +Π( ξ) ψ ξ ξ Elastic otential for a linear elastic material model ( e) 1 e e W ε = ε : : ε Elastic otential Constant isotroic elastic constitutive tensor (λ 0, μ>0, κ>0) Elastic otential for isotroic material ( 1 ) : = λ 1 1+ µ = κ 1 1+ µ 1 1 1 1 W ε : = κ tr ε + µ dev ε : devε = κ ( tr ε ) + µ devε e e e e e e March 1, 017 Carlos Agelet de Saracibar 5 3

J Plasticity Models > Rate Indeendent Plasticity Models H3. Free energy er unit of volume ( e ) ( e ε,, ξ : = W ε ) +Π +Π( ξ) ψ ξ ξ Isotroic hardening otential for a linear isotroic hardening material model Π = 1 K ( ξ ) ξ Isotroic hardening otential March 1, 017 Carlos Agelet de Saracibar 6

J Plasticity Models > Rate Indeendent Plasticity Models H3. Free energy er unit of volume ( e ) ( e ε,, ξ : = W ε ) +Π +Π( ξ) ψ ξ ξ Kinematic hardening otential for a linear kinematic hardening material model 1 1 Π ξ = H ξ = H ξ: ξ Kinematic hardening otential 3 3 κ > 0, µ > 0, µ + K + H > 0 3 3 March 1, 017 Carlos Agelet de Saracibar 7

J Plasticity Models > Rate Indeendent Plasticity Models H4. Clausius-Planck inequality. Linear elastic constitutive equation, linear hardening equations and reduced dissiation e ( e ξ ) D : = σε : ψ ε,, ξ 0 ε e D : = σε : ψ: ε ψξ ψ: ξ ε e = σ ψ : ε + ψ: ε ψξ ψ: ξ 0 ε ε ε e ξ σ = ψ = : ε = λ tr ε 1+ µ ε = κ tr ε 1+ µ devε ε e q: = ξψ = Kξ, q : = ψ = H ξ 3 D : = σε : + q ξ + q: ξ 0 March 1, 017 Carlos Agelet de Saracibar 8 ξ ξ e e e e e ξ ξ

Linear isotroic hardening Nonlinear isotroic hardening J Plasticity Models > Rate Indeendent Plasticity Models q: = ξψ = Kξ (1) Exonential saturation law + linear isotroic hardening () Power law isotroic hardening q: = ξψ : = σ σy 1 ex δξ Kξ m ξψ σy 1 ξ q: = : = k k + March 1, 017 Carlos Agelet de Saracibar 9

J Plasticity Models > Rate Indeendent Plasticity Models H5. Sace of admissible stresses, elastic domain, and yield surface. Yield function σ { } σ q q f σ q q σ q σ Y q : =,,,, : = dev 0 { } Y ( ) σ q q f ( σ q q) σ q ( σ q) int : =,,,, : = dev < 0 σ { } σ q q f σ q q σ q σ Y q : =,,,, : = dev = 0 σ 3 3 3 March 1, 017 Carlos Agelet de Saracibar 10

J Plasticity Models > Rate Indeendent Plasticity Models Yield surface: gometrical reresentation in the sace of rincial stresses σ + σ + σ = 1 3 ( σ q) σ q ( σ ) f, q, : = dev q = 0 cte σ 3 Hydrostatic stress axis σ1 = σ = σ3 Von Mises yield surface ( σ q) Octahedral lane R= 3 Y 3 Y σ σ σ 1 σ 1 March 1, 017 Carlos Agelet de Saracibar 11

J Plasticity Models > Rate Indeendent Plasticity Models Yield surface: gometrical reresentation in the sace of rincial stresses ( σ q) σ q ( σ ) f, q, : = dev q = 0 3 Y R 0 = σ 3 σ 3 Y devσ 0 R = 3 ( σ q ) t Y t q t devσ t q = 0 0 σ σ1 σ1 σ March 1, 017 Carlos Agelet de Saracibar 1

H6. Plastic flow rule J Plasticity Models > Rate Indeendent Plasticity Models Non-associative lastic flow rule g ( σ, q, q) (, q, ) ( σ, q, q) ξ = γ qg ξ = γ g σ q ε = γ σg σ q q (, q, ) where is a lastic otential defined in the (deviatoric) stress sace. Taking the yield function as lastic otential, the lastic flow rule is said to be associative. March 1, 017 Carlos Agelet de Saracibar 13

H6. Plastic flow rule Associative lastic flow rule where that, n J Plasticity Models > Rate Indeendent Plasticity Models (, q, ) ( σ q q) ε = γ σ f σ q = γ n ξ = γ f,, = γ 3 q ξ = γ f σ q = γ n q (, q, ) is the unit outward normal to the yield surface such ( q ) n : = f σ,, q = σ devσ q devσ q tr n= 1: n= 0, dev n= n, n = 1 March 1, 017 Carlos Agelet de Saracibar 14

J Plasticity Models > Rate Indeendent Plasticity Models Note that, both the lastic strain tensor and the kinematic hardening tensor defined in the strain sace are deviatoric, ε = γ σ f ( σ, q, q) = γ n, ξ = γ q f ( σ, q, q) = γ n dev ε = ε, dev ξ = ξ dev ε = ε, dev ξ = ξ And, therefore, the kinematic hardening tensor defined in the stress sace is also deviatoric, dev q = q: = ψ = 3 H ξ ξ March 1, 017 Carlos Agelet de Saracibar 15

J Plasticity Models > Rate Indeendent Plasticity Models H7. Kuhn-Tucker loading/unloading conditions if γ > 0 then f σ, q, q = 0 Plastic loading if f σ, q, q < 0 then γ = 0 Elastic loading/unloading ( σ q) γ ( σ q) γ 0, f, q, 0, f, q, = 0 March 1, 017 Carlos Agelet de Saracibar 16

H8. Plastic consistency condition Plastic loading J Plasticity Models > Rate Indeendent Plasticity Models if f σ, q, q = 0 and γ > 0 then f σ, q, q = 0 if f σ, q, q = 0 and f σ, q, q < 0 then γ = 0 Plastic loading Elastic unloading ( σ q) γ ( σ q) γ ( σ q) if f, q, = 0 then 0, f, q, 0, f, q, = 0 f σ, q, q = 0 and γ > 0 f σ, q, q = 0 March 1, 017 Carlos Agelet de Saracibar 17

J Plasticity Models > Rate Indeendent Plasticity Models Plastic loading: lastic consistency condition f = f: σ + fq + f: q = n: σ + 3 q n: q σ q q e = n : : ε 3 K ξ + Hn: ξ 3 = n : : ε n: : ε 3 K ξ + Hn: ξ 3 = n : : ε γ n: : n+ K + Hn: n 3 3 = n : : ε γ n: : n+ K + H = 0 3 3 March 1, 017 Carlos Agelet de Saracibar 18 > 0

Plastic loading: lastic multilier or lastic consistency arameter Taking into account that J Plasticity Models > Rate Indeendent Plasticity Models The lastic multilier takes the form March 1, 017 Carlos Agelet de Saracibar 19 1 γ = : : + K + H : : n n 3 3 n ε n: 1= 0, n: : n= n: n= 1 ( ) ( ) n: : n= n: λ 1 1+ µ : n= µ n : : ε = n: λ 1 1+ µ : ε = µ n: ε = µ n:devε 1 γ = µ + K + H µ n : devε 3 3

Trial deviatoric stress state J Plasticity Models > Rate Indeendent Plasticity Models trial devσ = µ devε The lastic multilier takes the form trial γ = µ + K + H n : devσ 0 3 3 1 trial γ = µ + K + H n : devσ 0 3 3 1 March 1, 017 Carlos Agelet de Saracibar 0

J Plasticity Models > Rate Indeendent Plasticity Models Plastic loading Elastic unloading Neutral loading trial γ = µ + K + H n : devσ 0 3 3 trial n : dev σ > 0 γ > 0, f = 0, γ f = 0 trial n : devσ < 0 γ = 0, f < 0, γ f = 0 trial n : devσ = 0 γ = 0, f = 0, γ f = 0 1 March 1, 017 Carlos Agelet de Saracibar 1

J Plasticity Models > Rate Indeendent Plasticity Models Plastic loading, elastic unloading, and neutral loading σ devσ trial Elastic unloading n σ trial Neutral loading σ trial devσ trial Plastic loading ( σ qf q q ) : = f,, σn : = σ,, q σ devσ trial March 1, 017 Carlos Agelet de Saracibar

J Plasticity Models > Rate Indeendent Plasticity Models Reduced lastic dissiation Plastic dissiation rate er unit of volume D = σ: ε + q ξ + q: ξ = γ σ q : n+ ( ) q ( ) dev σ q : n q γ devσ q q = γ + = + ( ) f σ, q, q σy = γ + = γ σ 0 ε 3 Y 3 3 3 3 March 1, 017 Carlos Agelet de Saracibar 3

J Plasticity Models > Rate Indeendent Plasticity Models Maximum lastic dissiation rincile Given a strain rate and a rate of the lastic internal variables { ε 0} E { ε ξ ξ } E : =,0,, : =,, the maximum lastic dissiation rincile states that the stress state satisfies DSE D E T (, ) ( T, ) σ where, S: = σ, q, q, T : = π,, { } { } D S, E : = SE, D, E : = TE ( T ) March 1, 017 Carlos Agelet de Saracibar 4

Maximum lastic dissiation rincile Maximum lastic dissiation J Plasticity Models > Rate Indeendent Plasticity Models DSE D E T (, ) ( T, ) DS T, E : = S T E 0 T ( ) Constrained minimization roblem S= arg max D, E T ( T ) ( ( T )) S= arg min D, E T σ σ σ σ March 1, 017 Carlos Agelet de Saracibar 5

J Plasticity Models > Rate Indeendent Plasticity Models Maximum lastic dissiation rincile Maximum lastic dissiation, given by, ( ( T )) S= arg min D, E T is equivalent to associative lastic flow rule, Kuhn-Tucker loading/unloading conditions, and convexity of the yield surface, given by, E = γ γ 0, f S 0, γ f S = 0 T S f S f T f S T S S f S σ March 1, 017 Carlos Agelet de Saracibar 6

J Plasticity Models > Rate Indeendent Plasticity Models Hyothesis H1. Additive slit of the infinitesimal strain tensor H. Set of lastic internal variables H3. Free energy er unit of volume H4. Clausius-Planck inequality. Linear elastic constitutive equation, linear hardening equations and reduced lastic dissiation H5. Sace of admissible stresses, elastic domain, and yield surface. Yield function H6. Associative lastic flow rule H7. Kuhn-Tucker loading/unloading conditions March 1, 017 Carlos Agelet de Saracibar 3

J Plasticity Models > Rate Indeendent Plasticity Models Hyothesis H1. Additive slit of the infinitesimal strain tensor H. Set of lastic internal variables H3. Free energy er unit of volume H4. Clausius-Planck inequality. Linear elastic constitutive equation, linear hardening equations and reduced lastic dissiation H5. Sace of admissible stresses, elastic domain, and yield surface. Yield function H6. Maximum lastic dissiation March 1, 017 Carlos Agelet de Saracibar 33

J Plasticity Models > Contents Contents Contents 1. J rate indeendent lasticity models 1.. J rate deendent lasticity models 1. March 1, 017 Carlos Agelet de Saracibar 34

Hyothesis J Plasticity Models > Rate Deendent Plasticity Models Within the framework of the infinitesimal deformation theory, we introduce the following hyothesis for a J rate-deendent linear elastic-hardening lasticity model, within the incremental theory of lasticity: H1. Additive slit of the infinitesimal strain tensor e ε= ε + ε H. Set of lastic internal variables E { ξ } : = ε,, ξ March 1, 017 Carlos Agelet de Saracibar 35

J Plasticity Models > Rate Deendent Plasticity Models H3. Free energy er unit of volume ( e ) ( e ε,, ξ : = W ε ) +Π +Π( ξ) ψ ξ ξ Elastic otential for a linear elastic material model ( e) 1 e e W ε = ε : : ε Elastic otential Constant isotroic elastic constitutive tensor (λ 0, μ>0, κ>0) 1 : = λ 1 1+ µ = κ 1 1+ µ 1 1 3 Elastic otential for isotroic material 1 1 W ε : = κ tr ε + µ dev ε : devε = κ ( tr ε ) + µ devε e e e e e e March 1, 017 Carlos Agelet de Saracibar 36

J Plasticity Models > Rate Deendent Plasticity Models H3. Free energy er unit of volume ( e ) ( e ε,, ξ : = W ε ) +Π +Π( ξ) ψ ξ ξ Isotroic hardening otential for a linear isotroic hardening material model Π = 1 K ( ξ ) ξ Isotroic hardening otential March 1, 017 Carlos Agelet de Saracibar 37

J Plasticity Models > Rate Deendent Plasticity Models H3. Free energy er unit of volume ( e ) ( e ε,, ξ : = W ε ) +Π +Π( ξ) ψ ξ ξ Kinematic hardening otential for a linear kinematic hardening material model 1 1 Π ξ = H ξ = H ξ: ξ Kinematic hardening otential 3 3 κ > 0, µ > 0, µ + K + H > 0 3 3 March 1, 017 Carlos Agelet de Saracibar 38

J Plasticity Models > Rate Deendent Plasticity Models H4. Clausius-Planck inequality. Linear elastic constitutive equation, linear hardening equations and reduced dissiation e ( e ξ ) D : = σε : ψ ε,, ξ 0 ε e D : = σε : ψ: ε ψξ ψ: ξ ε e = σ ψ : ε + ψ: ε ψξ ψ: ξ 0 ε ε ε e ξ σ = ψ = : ε = λ tr ε 1+ µ ε = κ tr ε 1+ µ devε ε e q: = ξψ = Kξ, q : = ψ = Hξ ξ 3 D : = σε : + q ξ + q: ξ 0 March 1, 017 Carlos Agelet de Saracibar 39 ξ ξ e e e e e ξ

J Plasticity Models > Rate Deendent Plasticity Models H5. Elastic domain, lastic domain and yield surface. Yield function σ { } σ q q f σ q q σ q σ Y q : =,,,, : = dev 0 { } Y ( ) σ q q f ( σ q q) σ q ( σ q) ext : =,,,, : = dev > 0 σ { } σ q q f σ q q σ q σ Y q : =,,,, : = dev = 0 σ 3 3 3 March 1, 017 Carlos Agelet de Saracibar 40

H6. Associative lastic flow rule Associative lastic flow rule where that, n J Plasticity Models > Rate Deendent Plasticity Models (, q, ) ( σ q q) ε = γ σ f σ q = γ n ξ = γ f,, = γ 3 q ξ = γ f σ q = γ n q (, q, ) is the unit outward normal to the yield surface such ( q ) n : = f σ,, q = σ devσ q devσ q tr n= 1: n= 0, dev n= n, n = 1 March 1, 017 Carlos Agelet de Saracibar 41

H7. Plastic multilier J Plasticity Models > Rate Deendent Plasticity Models 1 γ = f ( σ, q, q) 0 η Note that, for the non-trivial case of lastic loading the following exression holds, ( σ q) f, q, = ηγ > 0 March 1, 017 Carlos Agelet de Saracibar 4

J Plasticity Models > Rate Deendent Plasticity Models Reduced lastic dissiation Plastic dissiation rate er unit of volume D = σ: ε + q ξ + q: ξ = γ σ q : n+ ( ) q ( ) dev σ q : n q γ devσ q q = γ + = + ( ) f σ, q, q σy = γ + σy = γ ηγ + 0 ε 3 3 3 3 3 March 1, 017 Carlos Agelet de Saracibar 43

Perzyna model J Plasticity Models > Rate Deendent Plasticity Models The associative lastic flow rule can be obtained as the solution of an unconstrained minimization roblem, arising from the maximization of a regularized lastic dissiation, given by, ( ( )) η T S= arg min D, E T 1 Dη SE DSE S η ( ) (, : =, ) f March 1, 017 Carlos Agelet de Saracibar 44

J Plasticity Models > Rate Deendent Plasticity Models The solution of the unconstrained minimization roblem, arising from the maximization of a regularized lastic dissiation, yields the associative lastic flow rule, ( ( )) η T S= arg min D, E T 1 η = SD SE DSE S η ( ) (, :, ) f S 1 : = E f ( S) f S S =0 η 1 E = f S S S η f March 1, 017 Carlos Agelet de Saracibar 45

J Plasticity Models > Rate Deendent Plasticity Models The associative lastic flow rule takes the form, 1 E = f S S S η f (, q, ) ( σ q q) ε = γ σ f σ q = γ n ξ = γ f,, = γ 3 q ξ = γ f σ q = γ n q (, q, ) March 1, 017 Carlos Agelet de Saracibar 46

Duvaut-Lions model J Plasticity Models > Rate Deendent Plasticity Models The associative lastic flow rule can be obtained as the solution of an unconstrained minimization roblem, arising from the maximization of a regularized lastic dissiation, given by, ( ( )) τ T S= arg min D, E T 1 Dτ SE DSE S S τ 1 : = DSE, S S* τ C ( ) (, : =, ) Ξ( *) ( ) 1 March 1, 017 Carlos Agelet de Saracibar 47

J Plasticity Models > Rate Deendent Plasticity Models The solution of the unconstrained minimization roblem, arising from the maximization of a regularized lastic dissiation, yields the associative lastic flow rule, ( ( )) τ T S= arg min D, E T 1 τ = SD SE DSE S S τ 1 1 : = E C ( S S* ) =0 τ ( ) ( ) 1, :, ( *) S C 1 τ 1 E = C S S * March 1, 017 Carlos Agelet de Saracibar 48

Closest-oint-rojection (c) J Plasticity Models > Rate Deendent Plasticity Models The closest-oint-rojection (c) is obtained as the solution of the following constrained minimization roblem, written in terms of the comlementary energy norm as, S * = arg min Ξ( S T* ) T* σ Ξ S S* = S S* = S S* C S S* 1 1 1 1 C Using the Lagrange multiliers method, it can be transformed into the following unconstrained minimization roblem L S* = argmin L S, T*; λ* T* SS, *; λ* : =Ξ S S* + λ* f S* March 1, 017 Carlos Agelet de Saracibar 49

Closest-oint-rojection (c) J Plasticity Models > Rate Deendent Plasticity Models The solution of the unconstrained minimization roblem yields the closest-oint-rojection, S* = argmin L S, T*; λ* T* L SS, *; λ* : = Ξ S S* + λ* f S* S* S* S* 1 : = C ( S S* ) + λ* S* f S* = 0 S* = S λ* C S * f S* λ* 0, f S* 0, λ* f S* = 0 March 1, 017 Carlos Agelet de Saracibar 50

J Plasticity Models > Rate Deendent Plasticity Models Closest-oint-rojection (c) Geometric interretation S* S σ S S* C 1 March 1, 017 Carlos Agelet de Saracibar 51

Closest-oint-rojection (c) J Plasticity Models > Rate Deendent Plasticity Models The solution of the unconstrained minimization roblem yields the closest-oint-rojection, σ* = σ λ* : f σ*, q*, q* = σ λ* : n* = σ λ * µ n* q* σ* S* = S λ* C S * f S* q* = q λ* K f σ*, q*, q* = q λ* K 3 q* = q λ* H q* f σ*, q*, q* = q+ λ* Hn* 3 3 λ* 0, f σ*, q*, q* 0, λ* f σ*, q*, q* = 0 March 1, 017 Carlos Agelet de Saracibar 5

Closest-oint-rojection (c) J Plasticity Models > Rate Deendent Plasticity Models Taking into account that the rojection takes lace in the deviatoric sace (octahedral lane), the solution of the unconstrained minimization roblem, defining the closest-ointrojection, yields, dev σ* = dev σ λ * µ n* q* = q λ* K 3 q* = q+ λ* H n* 3 λ* 0, f σ*, q*, q* 0, λ* f σ*, q*, q* = 0 March 1, 017 Carlos Agelet de Saracibar 53

Closest-oint-rojection (c) J Plasticity Models > Rate Deendent Plasticity Models The solution of the unconstrained minimization roblem, defining the closest-oint-rojection, yields, ( H ) dev σ* q* = dev σ q λ * µ + n* ( H ) dev σ* q* n* = dev σ qn λ * µ + n* ( ( λ µ H )) 3 devσ qn= dev σ* q* + * + n* dev * * dev λ * µ, * 3 H σ q = σ q + n = n 3 3 March 1, 017 Carlos Agelet de Saracibar 54

J Plasticity Models > Rate Deendent Plasticity Models For the non-trivial case, using the Kuhn-Tucker comlementarity conditions for the c, the Lagrange multilier reads, λ* 0, f σ*, q*, q* 0, λ* f σ*, q*, q* = 0 if λ* > 0 then f σ*, q*, q* = dev σ* q* σ q* = 0 f σ*, q*, q* = dev σ q λ * µ + H σ q* ( ) 3 3 ( ) K H Y q = dev σ q λ * µ + + σ ( σ q λ µ ) 3 Y 3 3 3 = f,, q * + K + H = 0 1 3 3 ( K H) f ( σ q q) λ * = µ + +,, > 0 3 3 Y March 1, 017 Carlos Agelet de Saracibar 55

Closest-oint-rojection J Plasticity Models > Rate Deendent Plasticity Models The solution of the unconstrained minimization roblem yields the closest-oint-rojection, S* = S λ* C S * f S* 1 ( K H) f ( q ) σ* = σ µ + + σ,, q µ n 3 3 1 ( µ ) ( σ q) q* = q + K + H f, q, K 3 3 3 ( ) 1 q* = q+ µ + K + H f ( σ, q, q) Hn 3 3 3 March 1, 017 Carlos Agelet de Saracibar 56

J Plasticity Models > Rate Deendent Plasticity Models Associative lastic flow rule The associative lastic flow rule takes the form, 1 1 1 1 ε = µ σ σ* = µ + K + H f ( σ, q, q) n 3 3 τ τ 1 ( ) 1 1 1 ξ = K q q* = µ + K + H f ( σ, q, q) 3 3 3 τ τ 1 1 τ 1 E = C S S 1 1 ( ) 1 ξ = H q q* = µ + K + H f ( σ, q, q) n 3 3 τ 3 τ * March 1, 017 Carlos Agelet de Saracibar 57

J Plasticity Models > Rate Deendent Plasticity Models Associative lastic flow rule The associative lastic flow rule can be recast in the form, where the relaxation time takes the form, ε = γ n ξ = γ 3 ξ = γ n 1 1 1 ( K H) f ( σ, q, q) f ( σ, q, q) γ = µ + + = 3 3 τ η ( ) 1 τ : = µ + K + H η 3 3 March 1, 017 Carlos Agelet de Saracibar 58