Simulation With Nonlinear Structural Materials Asme Webinar

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  • 8/18/2019 Simulation With Nonlinear Structural Materials Asme Webinar

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    Agenda

    • Multiphysics Modeling

    • Structural Modeling

     – Nonlinear Materials

     – Sources of Nonlinearity

     – Modeling options

    • Video demo

    • Q&A

    How To – Try COMSOL Multiphysics

     – Contact Us

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    Why Do We Model?

    • Conception and understanding

    • Design and optimization

    • Testing and verification

    Conjugate heat transfer simulation of

    an aluminum heat sink.

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    Modeling with COMSOL Multiphysics®

    • Electrical, Mechanical, Fluid, and Chemical Simulations

    • Multiphysics – Coupled phenomena

     – Two or more physics phenomena that affect each other with no

    limitation on which combinations or how many combinations

    • Single physics

     – One integrated environment – different physics and applications

     – One day you work on Heat Transfer, next day Structural Analysis, then

    Fluid Flow, etc.

     – Same workflow for any type of modeling

    • Enables cross-disciplinary product development and a unified

    simulation platform

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    Microwave Three-port Circulator

    Porous Reactor

    Radiation Pattern of a

    Broadband Conical Antenna Fluid-Structure Interaction of a

    Solar Panel

    Acoustics Speaker Systems

    Enables Technology Design Innovations

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    Optimized Green Technology Design

    • Solar panels are subject to wind loads

    • Must be engineered to bend with the flow

    • Physics involved

     –

    Fluid-Structural Interaction (FSI)• Fluid Flow

    • Structural Displacement

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    All Inclusive Interactive Modeling Environment

    Model Builder

    Provides instant

    access to any part of

    the model settings

    • CAD/Geometry• Materials

    • Physics

    • Mesh

    • Solve

    • Results

    Graphics

    Ultrafast graphic presentation, stunning

    visualization, and multiple plots

    COMSOL Desktop™ Straightforward to

    use, it gives full

    insight and control

    over the modeling

    process

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    Product Suite 

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    Constitutive Modeling

    • Structural

     – Linear elastic

     – Linear viscoelastic

    • Nonlinear

     – Creep – Hyperelastic

     – Elastoplastic

     – Viscoplastic

    • Geomechanics

     – Concrete

     – Rock

     – Solid plasticity

    s

    e

    s

    e

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    Nonlinear: Creep Models

    • Norton

    • Norton-Bailey

    • Garofalo

    • Nabarro-Herring• Coble

    • Weertman

    • Potential

    • Volumetric

    • Deviatoric

    • User defined

    Stress response of a

    combined Norton and

    Norton-Bailey material

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    Nonlinear: Hyperelastic Models

    • Neo-Hookean

    • St Venant-Kirchhoff

    • Money-Rivlin

     – Two, five and nine parameters

    • Yeoh

    • Ogden

    • Varga

    • Arruda-Boyce

    • Blatz-Ko

    • Murnaghan

    • User defined

    Rubber velocity joint, model

    courtesy of Metelli S.p.A.,

    Italy

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    Nonlinear: Elastoplastic Models

    • Large strain plasticity

    • Yield criteria

     – Tresca

     – von Mises

     –

    Hill plasticity• Hardening

     – Isotropic

     – Orthotropic

     – Kinematic

    •Plastic flow – Associated

     – Non-associated

    • User defined

    Stress distribution

    in a stent at balloon

    inflation

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    Nonlinear: Viscoplastic Model

    • Anand

    Viscoplastic creep in solder joints

    under thermal loading

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    • Bresler-Pister

    • Willam-Warnke

    • Ottosen

    Material option – Tension cut-off

    • Hoek-Brown

    • Generalized Hoek-Brown

    Geomechanics: Concrete and Rock Models

    Stress distribution in

    a concrete beam

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    Geomechanics: Soil Plasticity Models

    • Mohr-Coulomb

    • Drucker-Prager

    • Lade-Duncan

    Matsuoka-Nakai• Cam-Clay

    • User defined

    • Material options

     – Compressive cap

     – Tension cut-off Stress distribution aroundan excavated tunnel

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    Model Builder and Settings

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    Study and Element Types

    • Study types

     – Stationary

     – Transient

    » Direct and modal

    • Eigenfrequency

     – Prestressed

    • Frequency response

     – Direct and modal

     – Prestressed

    • Linear Buckling

    • Parametric

    • Element types

     – Solid

     – Shell

     – Membrane

     –

    Plate – Beam

     – Truss

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    CAD & Meshing Interoperability

    3D CAD File Formats

    ACIS®

    Catia® V5

    Creo™ Parametric 

    IGES

    Inventor®Parasolid®

    Pro/ENGINEER®

    SolidWorks®

    STEP

    Meshing Products

    Mimics®

    +FE Module (Simpleware®)

    Avizo®2D CAD File Formats

    DXF

    E-CAD File Formats

    GDS/NETEX-G

    ODB++

    Mesh File Formats

    NASTRAN

    STL

    VRML

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    Multiphysics: Thermal Stress

    • Multiphysics interface

    • Coupled structural and

    thermal analysis

    • Mechanical boundaries

     – Loads

     – Constraints

    • Thermal boundaries

     – Conduction

     – Heat flow

     – Heat generation

     – Radiation

    Bipolar plate in a fuel cell: Thermal stresses in aconstrained plate

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    Multiphysics: Joule Heating and Thermal

    Expansion

    • Multiphysics interface

    • Physics coupling

     – electric current conduction

     – heat conduction

     – heat generation

     – structural stresses and strains

    due to thermal expansion

    Thermal actuator:

    Temperature gradient

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    Multiphysics: Piezoelectric Devices

    • Multiphysics interface

    • Constitutive modeling

     – Piezoelectric

     – Purely solid

     – Purely dielectric

    • Initial electric displacement

    • Electrostatic boundary

    • Piezoelectric dampingSandwich beam with piezoelectric ceramic actuator:Bending deflection due to shear stress

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    Geometric Nonlinearity

    • The response of the majority of the structures can be

    analysed under the assumption of small displacement theory

    • In some situations the change in the configuration cannot be

    ignored – it is necessary to calculate the equilibrium with respect to the

    deformed configuration

    • The classical strain measures (engineering strains) are no

    longer able to describe large displacements and/or largerotations

     – new strain measures must be considered (Green-Lagrange strains)

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    Strain Evaluation Options

    • Small plastic strains

     – Additive decomposition of

    strains

    • Large plastic strains

     – Multiplicative decomposition

    of deformation gradient.

    Necking of an

    elastoplastic metal bar

    large

    small

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    Modeling Options

    • Enable plasticity in sub-

    domain

    • Combine different material

    nonlinearities

     – Plasticity-creep

     – Creep-creep

    • Geometry directed material

    orientation

    Plasticity in an orthotropic container

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    Creep and Viscoplasticity Options

    • Often refer to as rate-

    dependent plasticity

    • Creep strains are added as

    inelastic strains

    • Combine predefined

    materials

    • Predefined temperature

    dependency

    • User defined creep

    properties

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    Soil Plasticity Options

    • Elliptic cap

    • Tension cut-off

    • Dilatation angle in plastic

    potential

    • Parameter match to Mohr-

    Coulomb

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    Hyperelastic Energy Evaluation

    • Nearly incompressible

    materials

     – Pressure (mixed formulation)

     – Prevent locking

    • Userdefined energy

    functions

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    User Defined Inelastic Strains

    • Materials which exhibit a nonlinear stress-strain relation, even

    at infinitesimal strains

     – Brittle materials (ceramics, metal alloys)

     – Ramberg-Osgood

     – Damage function

    • You can add distributed ODEs or PDEs to account for inelastic

    strains

    • Add inelastic strains with the Initial Stress and Strain node

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    Parameterized Material Models

    Temperature dependent plasticity in a pressure vessel

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    Model Library

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    Video Demo: Pressurized Orthotropic Container

    • A container made of rolled steel is subjected to an internal

    overpressure where one of the three material principal

    directions has a higher yield stress than the other two

     –   Hill’s orthotropic plasticity is used to model the differences in yield

    strength

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    Q&A Session

    Any questions not answered during the broadcast

    will be answered via email.

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    Product Suite 

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    Try COMSOL Multiphysics

    • North America

     – Pasadena, CA

     – Downers Grove, IL

     – Sugar Land, TX

     – Tempe, AZ

     – Danbury, CT

     – Washington, DC

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     – Atlanta, GA

    • Europe – Dresden, Germany – Madrid, Spain – Grenoble, France – Yverdon, Switzerland – Jena, Germany – Antwerpen, Belgium – Narvik, Norway – Berlin, Germany – Roma, Italy – Salerno, Italy

    • Register to our free hands-onworkshops at

    www.comsol.com/events 

    http://www.comsol.com/eventshttp://www.comsol.com/events

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    Contact Us

    • www.comsol.com 

     – User Stories

     – Videos

     – Model Gallery

     – Discussion Forum

     – Blog

     – Product News

    [email protected] 

     – General inquiries

    [email protected] 

     – Technical support

    http://www.comsol.com/mailto:[email protected]:[email protected]:[email protected]:[email protected]://www.comsol.com/