Modelling and numerical simulation of the wrinkling evolution for thermo-mechanical loading cases

Similar documents
CHAPTER 5 PROPOSED WARPING CONSTANT

Mechanical Properties of Materials

Size Effects In the Crushing of Honeycomb Structures

20. Rheology & Linear Elasticity

Computational Analysis for Composites

Lecture 8. Stress Strain in Multi-dimension

Content. Department of Mathematics University of Oslo

Example-3. Title. Description. Cylindrical Hole in an Infinite Mohr-Coulomb Medium

THE EFFECT OF GEOMETRY ON FATIGUE LIFE FOR BELLOWS

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

Example 3.7 Consider the undeformed configuration of a solid as shown in Figure 3.60.

Finite Element Method in Geotechnical Engineering

STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS

DRAPING SIMULATION. Recent achievements and future trends. Dr. Sylvain Bel LGCIE University Lyon 1

Experimental Study and Numerical Simulation on Steel Plate Girders With Deep Section

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown.

Torsional Buckling of Double-Walled Carbon Nanotubes

Fig. 1. Circular fiber and interphase between the fiber and the matrix.

UNIVERSITY OF SASKATCHEWAN ME MECHANICS OF MATERIALS I FINAL EXAM DECEMBER 13, 2008 Professor A. Dolovich

Chapter Two: Mechanical Properties of materials

Influence of residual stresses in the structural behavior of. tubular columns and arches. Nuno Rocha Cima Gomes

Theoretical Manual Theoretical background to the Strand7 finite element analysis system

Nonlinear Finite Element Modeling of Nano- Indentation Group Members: Shuaifang Zhang, Kangning Su. ME 563: Nonlinear Finite Element Analysis.

Leaf Spring (Material, Contact, geometric nonlinearity)

Unit Workbook 1 Level 4 ENG U8 Mechanical Principles 2018 UniCourse Ltd. All Rights Reserved. Sample

STANDARD SAMPLE. Reduced section " Diameter. Diameter. 2" Gauge length. Radius

GATE SOLUTIONS E N G I N E E R I N G

Micro-meso draping modelling of non-crimp fabrics

five Mechanics of Materials 1 ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture

NUMERICAL EVALUATION OF THE ROTATIONAL CAPACITY OF STEEL BEAMS AT ELEVATED TEMPERATURES

FEA A Guide to Good Practice. What to expect when you re expecting FEA A guide to good practice

INTERNATIONAL JOURNAL OF APPLIED ENGINEERING RESEARCH, DINDIGUL Volume 2, No 1, 2011

ENGN 2340 Final Project Report. Optimization of Mechanical Isotropy of Soft Network Material

Unit 18 Other Issues In Buckling/Structural Instability

MECHANICAL FAILURE OF A COMPOSITE HELICOPTER STRUCTURE UNDER STATIC LOADING

Agricultural Science 1B Principles & Processes in Agriculture. Mike Wheatland

UNIT 1 STRESS STRAIN AND DEFORMATION OF SOLIDS, STATES OF STRESS 1. Define stress. When an external force acts on a body, it undergoes deformation.

Supplementary Figures

Laboratory 4 Topic: Buckling

INTRODUCTION TO STRAIN

Finite Elements for Large Strains - A double mixed (M 2 ) Formulation

Nonlinear analysis in ADINA Structures

Nonlinear Buckling Prediction in ANSYS. August 2009

Stress and fatigue analyses of a PWR reactor core barrel components

ANALYTICAL PENDULUM METHOD USED TO PREDICT THE ROLLOVER BEHAVIOR OF A BODY STRUCTURE

DEPARTMENT OF MECHANICAL ENIGINEERING, UNIVERSITY OF ENGINEERING & TECHNOLOGY LAHORE (KSK CAMPUS).

Thick Shell Element Form 5 in LS-DYNA

Back Calculation of Rock Mass Modulus using Finite Element Code (COMSOL)

INCREASING RUPTURE PREDICTABILITY FOR ALUMINUM

VORONOI APPLIED ELEMENT METHOD FOR STRUCTURAL ANALYSIS: THEORY AND APPLICATION FOR LINEAR AND NON-LINEAR MATERIALS

Lecture #2: Split Hopkinson Bar Systems

3. Overview of MSC/NASTRAN

The Effects of Convolution Geometry and Boundary Condition on the Failure of Bellows

Fine adhesive particles A contact model including viscous damping

3.22 Mechanical Properties of Materials Spring 2008

Aim of the study Experimental determination of mechanical parameters Local buckling (wrinkling) Failure maps Optimization of sandwich panels

Introduction to Continuous Systems. Continuous Systems. Strings, Torsional Rods and Beams.

COURSE TITLE : APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4017 COURSE CATEGORY : A PERIODS/WEEK : 6 PERIODS/ SEMESTER : 108 CREDITS : 5

TECHNICAL NOTE AUTOMATIC GENERATION OF POINT SPRING SUPPORTS BASED ON DEFINED SOIL PROFILES AND COLUMN-FOOTING PROPERTIES

NUMERICAL INVESTIGATION OF A THREE-DIMENSIONAL DISC-PAD MODEL WITH AND WITHOUT THERMAL EFFECTS

Influence of impact velocity on transition time for V-notched Charpy specimen*

NUMERICAL ANALYSIS OF DESICCATION, SHRINKAGE AND CRACKING IN LOW PLASTICITY CLAYEY SOILS

New Representation of Bearings in LS-DYNA

BENCHMARK LINEAR FINITE ELEMENT ANALYSIS OF LATERALLY LOADED SINGLE PILE USING OPENSEES & COMPARISON WITH ANALYTICAL SOLUTION

Frequently Asked Questions

FINITE ELEMENT ANALYSIS OF TAPERED COMPOSITE PLATE GIRDER WITH A NON-LINEAR VARYING WEB DEPTH

Plates and Shells: Theory and Computation. Dr. Mostafa Ranjbar

Consider an elastic spring as shown in the Fig.2.4. When the spring is slowly

FEM Validation. 12th January David Schmid Teamleader Structural Analysis

Week 10 - Lecture Nonlinear Structural Analysis. ME Introduction to CAD/CAE Tools

LARSA 2000 Reference. for. LARSA 2000 Finite Element Analysis and Design Software

Problem " Â F y = 0. ) R A + 2R B + R C = 200 kn ) 2R A + 2R B = 200 kn [using symmetry R A = R C ] ) R A + R B = 100 kn

Mechanics of Materials Primer

Table of Contents. Preface...xvii. Part 1. Level

Unit M1.5 Statically Indeterminate Systems

MSC Nastran N is for NonLinear as in SOL400. Shekhar Kanetkar, PhD

KINK BAND FORMATION OF FIBER REINFORCED POLYMER (FRP)

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

SIZE EFFECTS IN THE COMPRESSIVE CRUSHING OF HONEYCOMBS

Module 4 (Lecture 16) SHALLOW FOUNDATIONS: ALLOWABLE BEARING CAPACITY AND SETTLEMENT

Sean Carey Tafe No Lab Report: Hounsfield Tension Test

Unified Quiz M4 May 7, 2008 M - PORTION

Coupled CFD-FE-Analysis for the Exhaust Manifold of a Diesel Engine

TABLE OF CONTENTS SECTION TITLE PAGE 2 PRINCIPLES OF SEISMIC ISOLATION OF BRIDGES 3

On Nonlinear Buckling and Collapse Analysis using Riks Method

Non-Linear Finite Element Methods in Solid Mechanics Attilio Frangi, Politecnico di Milano, February 17, 2017, Lesson 5

U.S. South America Workshop. Mechanics and Advanced Materials Research and Education. Rio de Janeiro, Brazil. August 2 6, Steven L.

DYNAMIC RESPONSE OF SYNTACTIC FOAM CORE SANDWICH USING A MULTIPLE SCALES BASED ASYMPTOTIC METHOD

: APPLIED MECHANICS & STRENGTH OF MATERIALS COURSE CODE : 4021 COURSE CATEGORY : A PERIODS/ WEEK : 5 PERIODS/ SEMESTER : 75 CREDIT : 5 TIME SCHEDULE

Prediction of Elastic Constants on 3D Four-directional Braided

Sculptural Form finding with bending action

ENG1001 Engineering Design 1

Variational principles in mechanics

A circular tunnel in a Mohr-Coulomb medium with an overlying fault

Effect of embedment depth and stress anisotropy on expansion and contraction of cylindrical cavities

Post Graduate Diploma in Mechanical Engineering Computational mechanics using finite element method

Design of Beams (Unit - 8)

THE COLLAPSE LOAD IN SUBMARINE PIPELINES UNDER COMPRESSIVE LOAD AND INTERNAL PRESSURE

Nonlinear Modeling for Health Care Applications Ashutosh Srivastava Marc Horner, Ph.D. ANSYS, Inc.

Solid State Theory Physics 545

Transcription:

Modelling and numerical simulation of the wrinkling evolution for thermo-mechanical loading cases Georg Haasemann Conrad Kloß 1 AIMCAL Conference 2016

MOTIVATION Wrinkles in web handling system Loss of product quality Down time of manufacturing operation Foundation for a solution Experience Profound understanding Analytical models Numerical simulations Analytical models Easy to apply Fast to compute Limited if the problem is too complex to be solved 2 AIMCAL Conference 2016

MOTIVATION Numerical simulations of wrinkles Challenging and time consuming Large displacement Contact with friction Strong non-linear problem Structural stability Convergence of numerical calculation Solution of complex problems Any geometry Multiphysics: mechanics, thermo-dynamics, fluid-dynamics Web-material: anisotropy, layer-stack, nonlinear material law Evaluation of results Large range of data: stress, strain, contact pressure, sliding etc. 3 AIMCAL Conference 2016

NONLINEAR MODELLING OF WEB TRANSPORT GEOMETRY, FE-MODEL AND BOUNDARY CONDITIONS Geometry Initial shape Finial shape A B AIMCAL Conference 2016 Web travel Radius rr zz yy Modification: crowned or concave rollers No symmetry Non-symmetric boundary conditions Unconstrained generation of wrinkles Web span LL Web width WW xx 4

NONLINEAR MODELLING OF WEB TRANSPORT GEOMETRY, FE-MODEL AND BOUNDARY CONDITIONS FE-mesh Flexible web: shell elements Rollers: rigid elements Element size: ~2x2 mm² Contact definition Frictional contact Normal stiffness reduction improved numerical stability Boundary conditions Prevent free body rotation of rollers Torsion spring attached to master node Nonlinear behavior of spring element 5

NONLINEAR MODELLING OF WEB TRANSPORT GEOMETRY, FE-MODEL AND BOUNDARY CONDITIONS Boundary conditions Movement of the web ends 1. Step: plane web U-shaped web uu xx φφ = LL 0 rr φφ cos φφ + rr sin φφ LL 0 uu zz φφ = LL 0 rr φφ sin φφ + rr(cos φφ 1) Definition of warp angle φφ tt end Subdivision into load steps = φφ max 2. Step: web tension uu LL = 0, uu RR = uu TT 3. Step: web transport uu LL = uu CC, uu RR = uu CC 6

NONLINEAR MODELLING OF WEB TRANSPORT GEOMETRY, FE-MODEL AND BOUNDARY CONDITIONS Generation of imperfection Problem Perfect geometry no buckling Instable result Solution Introduction of imperfect geometry or FE-mesh Linear eigenvalue buckling analysis Displacement distortion of unloaded mesh 7

NONLINEAR MODELLING OF WEB TRANSPORT THERMO-MECHANICAL PROPERTIES OF THE WEB MATERIAL General assumptions Material: PET Large displacement, small strain No plastic or rate-dependent deformations Medium velocity no inertial effects Elastic behavior Isotropic linear elasticity Temperature dependent YOUNG s modulus Poisson s ratio: νν = 0.4 Glass transition between 70 C and 80 C 8 AIMCAL Conference 2016

NONLINEAR MODELLING OF WEB TRANSPORT THERMO-MECHANICAL PROPERTIES OF THE WEB MATERIAL Thermal expansion Thermomechanical analysis (TMA) Strain in MD and TD depending on temperature Strong anisotropy if temperature of glass transition is exceeded Computation of CTE Definition of a custom material in the FE-Program 9 AIMCAL Conference 2016

RESULTS AND DISCUSSIONS MODEL WITH CROWNED OR CONCAVE ROLLERS Dimension of the model Radius of Roller: 60 mm Free span: 500 mm Web width: 200 mm Web thickness: 12 µm Crowned roller Geometry of crowned roller: Δrr rr max = 2% Web deformation Changing configuration of waves due to web transport y [mm] 10 AIMCAL Conference 2016

RESULTS AND DISCUSSIONS MODEL WITH CROWNED OR CONCAVE ROLLERS Contact behavior between web and roller Pressure Sliding distance Crowned roller Concave roller 11 AIMCAL Conference 2016

RESULTS AND DISCUSSIONS MODEL WITH TRANSVERSE SHIFT OF THE WEB Boundary conditions Misalignment angle of 0.2 Results Formation of wrinkles Smallest principle stress σσ II Orientation of σσ II uu zz in mm σσ II in MPa 12 AIMCAL Conference 2016

RESULTS AND DISCUSSIONS MODEL WITH INHOMOGENEOUS TEMPERATURE DISTRIBUTION Boundary conditions Thermal simulations temperature distribution TT(xx) Mapping of TT(xx) Results uu zz in mm Formation of wrinkles Dependency on maximum web temperature y [mm] 13 AIMCAL Conference 2016

SUMMARY AND OUTLOOK Summary Geometrical and physical modeling of web transport including wrinkle formation Definition of appropriate boundary conditions Formulation of a thermo-mechanical material model Set-up of numerical parameters fast convergent solution Application to different models and load cases Outlook Verification Advanced material models Anisotropy Elastic visco-plastic behavior Web-material with coatings Dynamic thermal-structural interactions 14 AIMCAL Conference 2016

Thank you for your attention 15 AIMCAL Conference 2016