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Plasticity Plasticity

Plasticity - PowerPoint Presentation

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Plasticity - PPT Presentation

Jake Blanchard Spring 2008 Analysis of Plastic Behavior Plastic deformation in metals is an inherently nonlinear process Studying it in ANSYS is much like a transient problem Instead of time steps we have load steps ID: 303038

yielding pressure yield kinematic pressure yielding kinematic yield hardening step load steps time ansys isotropic area increases stress plastic analysis nonlinear inelastic

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Slide1

Plasticity

Jake Blanchard

Spring 2008Slide2

Analysis of Plastic Behavior

Plastic deformation in metals is an inherently nonlinear process

Studying it in ANSYS is much like a transient problem

Instead of time steps, we have load steps

Elements must support plasticity

We must define stress-strain curveSlide3

Typical Stress Strain Curve

UTS

YS

RuptureSlide4

Defining Materials in ANSYS

Start with elastic modulus,

poisson’s

ratio, and yield stress

Then we must define plastic behaviorSlide5

Models in ANSYS

Bilinear Kinematic Hardening – constant slope after yielding

Multilinear

Kinematic Hardening – series of straight lines after yielding

Nonlinear Kinematic Hardening

Similar models exist for isotropic hardeningIsotropic vs. kinematic determines how yield surface changes after yielding (kinematic means compressive yield increases as tensile yield increases)

Others are more exotic; these will suffice for our needsSlide6

Defining Parameters in GUI

Materials Model is:

Structural

Nonlinear

Inelastic

Rate IndependentIsotropicMises

Bilinear

Graph with Plot/Data Tables or List/Properties/Data TablesSlide7

Approach for inelastic analysis

Apply loads gradually – one load step with many

substeps

(ramped)

Second load step will remove the pressure

Even though analysis is quasi-static, we use time to differentiate load steps. So set time at end of first step to 1 second and time at end of second step to 2 seconds. (These are arbitrary.)

The first load step should still be in the elastic region.

I usually let ANSYS control time steps (automatic stepping).Slide8

Sample Problem

Thick cylinder

E=200

Gpa

=0.3

YS=150 MPaBilinear-kinematic hardening – slope after yielding=2

Gpa

Inner radius=20 cm

Outer radius=30 cm

Loaded by internal pressureSlide9

Steps

At what pressure will yielding first occur?

Where does yielding first occur?

What fraction of the cylinder area yields when the pressure increases to 1.2 times the yield pressure?

At what pressure does the entire area yield?

What happens if we remove the pressure after the entire area has just yielded?