ANSYS Explicit Dynamics Update. Mai Doan

Similar documents
Computational Analysis for Composites

Coupling Physics. Tomasz Stelmach Senior Application Engineer

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

Predicting Fatigue Life with ANSYS Workbench

#SEU16. FEA in Solid Edge and FEMAP Mark Sherman

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

University of Sheffield The development of finite elements for 3D structural analysis in fire

Basics of Finite Element Analysis. Strength of Materials, Solid Mechanics

Anisotropic modeling of short fibers reinforced thermoplastics materials with LS-DYNA

EDEM DISCRETIZATION (Phase II) Normal Direction Structure Idealization Tangential Direction Pore spring Contact spring SPRING TYPES Inner edge Inner d

Theoretical Manual Theoretical background to the Strand7 finite element analysis system

Simulation of flow induced vibrations in pipes using the LS-DYNA ICFD solver

Impact Simulation of Extreme Wind Generated Missiles on Radioactive Waste Storage Facilities

An orthotropic damage model for crash simulation of composites

ANSYS 14.5 Capabilities Brochure. Fluid Dynamics Structural Mechanics Electromagnetics Systems & Multiphysics

Abstract. 1 Introduction

In Situ Ultrasonic NDT of Fracture and Fatigue in Composites

Modal and Static Structural Analysis of Exhaust Collector Box for Compressor test facility

NUMERICAL SIMULATION OF FLUID-STRUCTURE INTERACTION PROBLEMS WITH DYNAMIC FRACTURE

Dynamic (Vibrational) and Static Structural Analysis of Ladder Frame

STRUCTURAL ANALYSIS OF A WESTFALL 2800 MIXER, BETA = 0.8 GFS R1. By Kimbal A. Hall, PE. Submitted to: WESTFALL MANUFACTURING COMPANY

The Design of Polyurethane Parts: Using Closed Solutions and Finite Element Analysis to Obtain Optimal Results

Alternative numerical method in continuum mechanics COMPUTATIONAL MULTISCALE. University of Liège Aerospace & Mechanical Engineering

MODELING SLAB-COLUMN CONNECTIONS REINFORCED WITH GFRP UNDER LOCALIZED IMPACT

Fracture Test & Fracture Parameters of Self Compacting Concrete using ANSYS. Zeel Vashi 1,Megha Thomas 2 I. INTRODUCTION

MECHANICAL FAILURE OF A COMPOSITE HELICOPTER STRUCTURE UNDER STATIC LOADING

NONLINEAR STATIC SIMULATION OF AUTOMOTIVE BUMPER OF A PASSENGER CAR IN LOW SPEED IMPACT CRASH SIMULATION

IDENTIFICATION OF THE ELASTIC PROPERTIES ON COMPOSITE MATERIALS AS A FUNCTION OF TEMPERATURE

On Nonlinear Buckling and Collapse Analysis using Riks Method

Finite Element Analysis of Compression of Thin, High Modulus, Cylindrical Shells with Low-Modulus Core

Effect of Angular movement of Lifting Arm on Natural Frequency of Container Lifting Mechanism using Finite Element Modal Analysis

Chapter 5: Random Vibration. ANSYS Mechanical. Dynamics. 5-1 July ANSYS, Inc. Proprietary 2009 ANSYS, Inc. All rights reserved.

A Demonstrative Computer Session Using ADINA- Nonlinear Analysis

Compact energy absorbing cellular structure

Chapter 5. Vibration Analysis. Workbench - Mechanical Introduction ANSYS, Inc. Proprietary 2009 ANSYS, Inc. All rights reserved.

Flow-Induced Vibration Modeling

Nonlinear Buckling Prediction in ANSYS. August 2009

Multi Disciplinary Delamination Studies In Frp Composites Using 3d Finite Element Analysis Mohan Rentala

Finite Element Analysis Lecture 1. Dr./ Ahmed Nagib

ALGORITHM FOR NON-PROPORTIONAL LOADING IN SEQUENTIALLY LINEAR ANALYSIS

Analysis and Optimization of a Hybrid Fan Blade

Practical methodology for inclusion of uplift and pore pressures in analysis of concrete dams

Example 37 - Analytical Beam

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

LS-DYNA Turbine Blade-Out (Disk Burst) Containment Analysis

PREDICTION OF OUT-OF-PLANE FAILURE MODES IN CFRP

Composite FEM Lab-work

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

Modelling the nonlinear shear stress-strain response of glass fibrereinforced composites. Part II: Model development and finite element simulations

PREDICTION OF THE CYCLIC BEHAVIOR OF MOMENT RESISTANT BEAM-TO-COLUMN JOINTS OF COMPOSITE STRUCTURAL ELEMENTS

Supplemental Material for Monolithic Multilayer Microfluidics via Sacrificial Molding of 3D- Printed Isomalt. M. K. Gelber and R.

Inventor 2019 lancering

Finite Element Method

Using Thermal Boundary Conditions in SOLIDWORKS Simulation to Simulate a Press Fit Connection

DETERMINING THE STRESS PATTERN IN THE HH RAILROAD TIES DUE TO DYNAMIC LOADS 1

A FINITE ELEMENT MODEL TO PREDICT MULTI- AXIAL STRESS-STRAIN RESPONSE OF CERAMIC MATRIX COMPOSITES WITH STRAIN INDUCED DAMAGE

PURE BENDING. If a simply supported beam carries two point loads of 10 kn as shown in the following figure, pure bending occurs at segment BC.

The Finite Element Method for Mechonics of Solids with ANSYS Applicotions

Shock Wave Propagation due to Methane-Air Mixture Explosion and Effect on a Concrete Enclosure

Stress Analysis and Validation of Superstructure of 15-meter Long Bus under Normal Operation

Design and Finite Element Analysis of Helmeted Head Form in Impact

Cracking in Quasi-Brittle Materials Using Isotropic Damage Mechanics

NUMERICAL AND EXPERIMENTAL STUDY OF FAILURE IN STEEL BEAMS UNDER IMPACT CONDITIONS

Analysis of a Casted Control Surface using Bi-Linear Kinematic Hardening

6. NON-LINEAR PSEUDO-STATIC ANALYSIS OF ADOBE WALLS

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

FINITE ELEMENT ANALYSIS OF COMPOSITE MATERIALS

A Simple Weak-Field Coupling Benchmark Test of the Electromagnetic-Thermal-Structural Solution Capabilities of LS-DYNA Using Parallel Current Wires

Numerical investigation of swirl flow inside a supersonic nozzle

Thomas Johansson DYNAmore Nordic AB. Drop Test Simulation

INTRODUCTION TO THE EXPLICIT FINITE ELEMENT METHOD FOR NONLINEAR TRANSIENT DYNAMICS

2008 International ANSYS Conference

Fracture mechanics fundamentals. Stress at a notch Stress at a crack Stress intensity factors Fracture mechanics based design

CE 715: Advanced Strength of Materials

Finite Element Modeling of an Aluminum Tricycle Frame

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

DISPENSA FEM in MSC. Nastran

A RESEARCH ON NONLINEAR STABILITY AND FAILURE OF THIN- WALLED COMPOSITE COLUMNS WITH OPEN CROSS-SECTION

Release Notes Digimat 6.0.1

Electromagnetics in COMSOL Multiphysics is extended by add-on Modules

This guide is made for non-experienced FEA users. It provides basic knowledge needed to start your fatigue calculations quickly.

High Power Targets Workshop

Using the Timoshenko Beam Bond Model: Example Problem

Size Effects In the Crushing of Honeycomb Structures

LINEAR AND NONLINEAR BUCKLING ANALYSIS OF STIFFENED CYLINDRICAL SUBMARINE HULL

Nonlinear Analysis of Reinforced Concrete Shells Subjected to Impact Loads

REGRESSION MODELING FOR STRENGTH AND TOUGHNESS EVALUATION OF HYBRID FIBRE REINFORCED CONCRETE

Lecture 9 Thermal Analysis

ENGN 2290: Plasticity Computational plasticity in Abaqus

NUMERICAL SIMULATION OF CONCRETE EXPOSED TO HIGH TEMPERATURE DAMAGE AND EXPLOSIVE SPALLING

Dynamic and buckling analysis of FRP portal frames using a locking-free finite element

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

Analysis of Flow Regulating Pressure Valve by using Finite Element Analysis

Sensitivity and Reliability Analysis of Nonlinear Frame Structures

A Constitutive Model for DYNEEMA UD composites

Validation of LS-DYNA MMALE with Blast Experiments

SECTION 1. Introduction to MD NASTRAN SOL 400

Robust Design Optimization of an Axial Compressor Johannes Einzinger ANSYS Germany GmbH

OPTIMIZATION OF THE COMPOSITE MATERIALS OF TANKS USING FINITE ELEMENT METHOD AND STRAIN GAUGES

Course in. Geometric nonlinearity. Nonlinear FEM. Computational Mechanics, AAU, Esbjerg

Transcription:

ANSYS Explicit Dynamics Update Mai Doan Mai.Doan@ansys.com +1 512 687 9523 1/32

ANSYS Explicit Dynamics Update Outline Introduction Solve Problems that were Difficult or Impossible in the Past Structural Dynamics and Explicit Dynamics Complex Interactions (Contact) Enhanced Productivity with Release 14 Speed Improvements 2D Problems in Workbench Easier Meshing New TET element Better Insight Into Results Automation New Physics 2/32

Problems Addressed by Explicit Dynamics Complex reality made easy through simulation Damage to products from impact Consumer or commercial product drop Manufacturing process with large plastic deformation High speed fragment or object impact High speed collision of large objects Cracking of brittle materials in products Explosion near structures 3/32

Nature of Explicit Dynamics Problems Short duration localized phenomena Transient dynamic wave propagation o Gases, Liquids, Solids and their Interaction (FSI) Nonlinear o Material behavior o Contact/Interaction Large deformations o Large strains & strain rates Material failure 4/32

What is ANSYS Explicit Dynamics Explicit Dynamics, (like Structural Dynamics) models the response of structures: from quasi static to severe loadings Applications in: Manufacturing, Consumer Products, Aerospace, Defense, Heavy Equipment, Oil and Gas, Turbo machinery, ANSYS Edge: User Productivity, Ease of Use, Seamless CAD to Solution Environment (ANSYS Workbench) Used by small and large organization world wide, over 800 ANSYS Explicit Dynamics customers. Used to design products, protect products, improve processes 5/32

Solution Methods Compared Explicit Solution (Explicit Dynamics) Time is an independent variable that is "explicitly" advanced according to a stability criteria limited by the speed of shock waves in the smallest element Local Response From shock waves created by impact or other loadings Resulting in deformation and material failure Implicit Solution (Structural Dynamics, aka Mechanical) Time is not an independent variable and is "implicitly" advanced according to convergence criteria State variables being computed are not time dependent Collection of equations represent the relationship of all elements in the problem Equations solved implicitly with advanced matrix solutions Global Response From loads applied mostly uniformly to the whole system. 6/32

Factors Influencing Calculation Times For Implicit Solutions model size (number of DOF) size respectively grade of nonlinearity number of time steps to simulate For Explicit Solution size of the critical time step characteristic element length sound of speed in materials (Young s moduli & density) model size (number of elements) Length of the physical time to be simulated 7/32

New Uses of Explicit Solver No convergence problems in highly nonlinear problems No equilibrium iteration needed Material failure and erosion easy to model High frequencies are naturally resolved because of small time steps Implicit explicit switching capability for efficiency Suited to a wide range of complex nonlinear problems 8/32

Explicit GUI is the Same as Structural 9/32

Extend the Range of Structural Problems Drop test simulations (short time dynamic range, high frequencies) Problems including complex contact situations (large geometrical nonlinearities) Problems including sophisticated material damage and failure (large nonlinearities, element erosion) Load limit analyses (large deformations, large nonlinearities) Manufacturing simulations (large deformations, large nonlinearities) High speed Dynamic analyses (failure, fragmentation, blast wave structure interaction) 10/32

Complex Contact Example Crimping Equivalent Stress Crimping process of seven wires. Changing contact surfaces Self contact Severe deformation Effective Plastic Strain 11/32

Complex Contact Failing Window Crank Window Crank Mechanism Equivalent Stress Effective Plastic Strain 12/32

Non linear Material Response Hyper elastic CV Boot 13/32

Material Failure and Complex Contact 14/32

Productivity Further Enhanced with R14 Painless problem setup Complex geometries easier to mesh with TET elements New NBS TET avoids shear locking Fast solutions using 2 D Insight into part interactions Reaction force trackers implemented Generalized Shell Discrete element, variable thickness shells Import Polyflow and other forming simulation results Direct Access to results for convenient analysis and processing Composites Layered composites (shells) 15/32

Painless problem setup New Tetrahedral Element Nodal Based Strain (NBS) formulation Overcomes both volume and shear locking Particularly valuable in low velocity applications involving complex geometry (consumer drops like mobile phones, nuclear equipment drops) Low deformations and bending dominates problems Isotropic elasticity, plasticity including failure Testing has shown that an Hourglass coefficient (Puso factor) of 0.1 should be used No longer Beta in Release 14 16/32

NBS TET Accuracy Beam Bending Case Average End % Deflection ANP Tet 0.178 21.1% NBS Tet 0.146 0.7% MAPDL 0.147 0.0% 17/32

NBS TET Example Self Piercing Rivet 18/32

NBS TET Example Drop Test, Tablet PC Stress Contours Front View 19/32 Stress Contours Rear View, Cover Invisible

Fast solutions using 2 D 2D Plain Strain and Axisymmetric solid analyses supported for Explicit Dynamics 2D pre and post processing exposed Plain Strain Axisymmetric axis of symmetry now in y direction to be consistent with other ANSYS analysis types 20/32

Fast solutions using 2 D Bullet Example 21/32

Insight into part interactions Direct and quick results of reaction forces Allows capture of high frequency content in response Scoped to Boundary Condition Fixed, Displacement, Velocity, Remote Displacement Scoped to Geometry Selection Reaction Forces, Contact Forces, Euler/Lagrange Coupling forces Results can be filtered 22/32

Example Boundary Reaction Tracker Force reaction at each of 4 supports of component subject to impact loading 23/32

Example FSI Force Tracker External force time history due to fluid jet impinging on deformable surface (filtered at 10,000Hz) 24/32

Generalized Shell Discrete Thickness Import Shell Thickness from External Data Example Import from ANSYS Polyflow Polyflow is a Finite Element based CFD tool used for simulating the processing of materials such as polymers, glass, metals and concrete Processes modeled include extrusion, blow molding, thermoforming, fibre drawing Polyflow results (of predicted thickness) can now be exported to Mechanical and Explicit Dynamics Blow Molding with Polyflow Initial polymer J shape (above) Final thickness (below) 25/32

Discrete Thickness Example Import from Polyflow Complete Virtual Prototyping and Testing capability in ANSYS Workbench for packaging manufacturing: Simulate blow molding or thermal forming process to get final thickness distribution Perform stress and deformation analysis with the variable thickness map (top load, crush, drop etc.) 26/32

Discrete Thickness Shell Example Complete Virtual Prototyping in ANSYS Workbench Simulate blow molding or thermal forming process to get final thickness distribution with POLYFLOW Perform drop test of product filled with water 27/32

Direct Access to Results Design Assessment Introduced in Workbench to enable customized post processing of Mechanical systems Programmable/scriptable means to access results Explicit Dynamics can now be an upstream system for Design Assessment 28/32

Design Assessment Display Fragments Equivalent plastic strain Fragment Volume 29/32

Composites Data Integration with ACP ACP: Built upon a documented Workbench SDK, EVEN has developed addins to introduce ACP as a component system inside Workbench Typical Workbench system: file management and standard actions like Update, Duplicate Consume materials from Engineering Data 30/32

ACP Workflow Example Insertion into schematic flow Explicit * (Autodyn) Implicit (MAPDL) Parameter Support Allows for inclusion as part of Design Exploration 31/32

Composite Example CFRP Baseball bat with spiral CRFP reinforcement 32/32

Summary ANSYS Explicit Dynamics Extends the power of Structural Dynamics for Problems that were Difficult or Impossible in the Past Release 14 Provides Further Productivity Enhancements Speed Improvements Easier Problem Setup Better Insight Into Simulated Results Improved Automated Use Convenient Composite Modeling 33/32