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Fabric Presentation

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Single Yarn Contains 350 Individual Fibrils. Fibril Misalignment is Unavoidable ... Intersection of Yarns. System of Equations. 367,500 (3 x 350 x 350) DoF ... – PowerPoint PPT presentation

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Title: Fabric Presentation


1
Fabric Presentation
  • David Powell
  • UC Berkeley
  • 2006

2
Multiscale Modeling
  • Fabric has Multiscale Structure
  • Capture Macroscale Behavior with Purely
    Microscale Information
  • Avoid Phenomenological Modeling

3
Fibril Model
  • Single Yarn Contains 350 Individual Fibrils
  • Fibril Misalignment is Unavoidable
  • Model Yarn Response Using Behavior of Fibrils

4
Fibril/Yarn Model
  • Stretch of a Single Fibril
  • Yarn Stress Response
  • Effective Youngs Modulus

5
Fibril Model
  • Numerical Simulation of Yarn
  • Random Misalignment of Fibrils vs. Perfectly
    Aligned
  • Response Used to Create Yarn Element

6
Macroscale Problem
  • Lumped Mass Model
  • Nodes at Suture Points
  • Intersection of Yarns
  • System of Equations
  • 367,500 (3 x 350 x 350) DoF
  • (3,675 DoF per Square Inch)
  • Solve with Fixed-Point Iteration
  • Coupled Fabric/Projectile problem

7
Macroscale Problem
  • Dynamic Equilibrium
  • Iterative Scheme
  • Finite Difference Approximation

8
Projectile/Fabric Interaction
  • Replace Energy Balance with Force Calculation
    Allow for 3-D Motion
  • Determine Forces Needed to Keep Nodes from
    Penetrating Projectile
  • Apply Reaction Forces to Projectile
  • Calculate Total Force and Torque
  • Solve for Motion of Projectile

9
Algorithm
  • FOR A SHEET/PROJECTILE PAIR
  • STEP 0 STARTING TIME STEP VALUE
  • ( UPPER TIME STEP DISCRETIZATION SIZE
    LIMIT)
  • STEP 1 SOLVE FOR DISPLACEMENTS VIA EQUILIBRIUM
  • ENFORCE CONTACT NODES MAY NOT PENETRATE
    PROJECTILE
  • STEP 2 SOLVE FOR CAUCHY STRESSES
  • STEP 3 COMPUTE FIBRIL RUPTURE IN EACH YARN
  • STEP 4 COMPUTE PROJECTILE POSITION
  • (1) C ALCULATE FORCES AND MOMENTS FROM CONTACT
  • (2) APPLY LINEAR AND ANGULAR MOMENTUM BALANCE
  • STEP 5 ERROR CHECK
  • IF TOLERANCE MET AND THEN
  • INCREMENT TIME AND GO TO STEP 1
  • WITH AND
  • IF TOLERANCE NOT MET AND THEN
  • CONSTRUCT NEW TIME STEP
  • RESTART AT AND GO TO STEP 1 WITH

10
Simulated Displacement
  • BC Fixed Along 2 Sides
  • Failure at Projectile

11
2 Sides Test
12
Simulated Damage
  • Begins at edge of projectile
  • Initiates at weak spots in fabric
  • Asymmetry due to variation in Youngs modulus

13
Simulated Displacement
  • BC Pinned at Corners
  • Failure at Boundaries

14
4 Corners
15
Simulated Damage
  • Failure initiates at inside edge of washer
  • Failure proceeds around sides from there

16
Comparison of Simulation to Experiments
  • BC 2 Sides Clamped
  • Incoming Angle - 0 to 20 degrees
  • No initial Angular Velocity

17
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