Solution of a Hertzian Contact Mechanics Problem Using the Material Point Method Jason Sanchez Department of Mechanical Engineering University of New Mexico.

Slides:



Advertisements
Similar presentations
Stress, strain and more on peak broadening
Advertisements

Analysis of Contact Jake Blanchard Spring 2008.
Deformation of Sediments via Grain-Scale Simulations: Variational Algorithm Ran Holtzman, Dmitriy Silin, Tad Patzek U.C. Berkeley
Outline Overview of Pipe Flow CFD Process ANSYS Workbench
FE analysis with shell and axisymmetric elements E. Tarallo, G. Mastinu POLITECNICO DI MILANO, Dipartimento di Meccanica.
Corrélation d'images numériques: Stratégies de régularisation et enjeux d'identification Stéphane Roux, François Hild LMT, ENS-Cachan Atelier « Problèmes.
1 Volpe The National Transportation Systems Center Finite Element Analysis of Wood and Concrete Crossties Subjected to Direct Rail Seat Pressure U.S. Department.
Micro-Scale Experiments and Models for Composite Materials PhD project duration: 1. January December 2014 Project type & funding: PhD-A project,
An Experimental Study and Fatigue Damage Model for Fretting Fatigue
1 FEM study of the faults activation Technische Universität München Joint Advanced Student School (JASS) St. Petersburg Polytechnical University Author:
Lawrence Livermore National Laboratory Lawrence Livermore National Laboratory, P. O. Box 808, Livermore, CA This work performed under the auspices.
Dr. Kirti Chandra Sahu Department of Chemical Engineering IIT Hyderabad.
Basic Terminology • Constitutive Relation: Stress-strain relation
Read Chapter 1 Basic Elasticity - Equilibrium Equations
Bringing Science to Life Impact Modeling of Random Carbon Fiber Composites PI: Srdan Simunovic Haeng-Ki Lee, J. Michael Starbuck, Pakal Rahulkumar, Raymond.
MANE 4240 & CIVL 4240 Introduction to Finite Elements Practical considerations in FEM modeling Prof. Suvranu De.
Operated by Los Alamos National Security, LLC for the U.S. Department of Energy’s NNSA Slide 1 Ejecta source and transport modeling in the FLAG hydrocode.
Fundamentals of Elasticity Theory
Meshless Elasticity Model and Contact Mechanics-based Verification Technique Rifat Aras 1 Yuzhong Shen 1 Michel Audette 1 Stephane Bordas 2 1 Department.
Modeling of CNT based composites: Numerical Issues
Chapter 17 Design Analysis using Inventor Stress Analysis Module
Prediction of Load-Displacement Curve for Weld-Bonded Stainless Steel Using Finite Element Method Essam Al-Bahkali Jonny Herwan Department of Mechanical.
Oklahoma State University Generative Graphical Models for Maneuvering Object Tracking and Dynamics Analysis Xin Fan and Guoliang Fan Visual Computing and.
Error Analysis for Material Point Method and a case study from Gas Dynamics Le-Thuy Tran and Martin Berzins Thanks to DOE for funding from
1 MECH 221 FLUID MECHANICS (Fall 06/07) Tutorial 6 FLUID KINETMATICS.
MCP 1 L. Zhang and M. T. Lusk Colorado School of Mines T.J. Bartel and E.A. Holm Sandia National Laboratories March 18, 2008 Anisotropic EBSD Nickel data.
Purdue University School of Civil Engineering West West Lafayette, Indiana Autogenous Shrinkage, Residual Stress, and Cracking In Cementitious Composites:
Finite Element Method in Geotechnical Engineering
Theory of Elasticity Theory of elasticity governs response – Symmetric stress & strain components Governing equations – Equilibrium equations (3) – Strain-displacement.
Pablo Sanz 1, David Pollard 2 and Ronaldo Borja 1 FINITE ELEMENT MODELING OF FRACTURES EVOLUTION DURING FOLDING OF AN ASYMMETRIC ANTICLINE 1 Department.
The Islamic University of Gaza Faculty of Engineering Civil Engineering Department Numerical Analysis ECIV 3306 Chapter 1 Mathematical Modeling.
1 Initiation of joint research projects on  Piezoelectric composites (M. Chafra, N. Chafra, Z. Ounaies)  Fracture mechanics of Functionally Graded MagnetoElectroElastic.
Analytical Vs Numerical Analysis in Solid Mechanics Dr. Arturo A. Fuentes Created by: Krishna Teja Gudapati.
A Multi-Scale Mechanics Method for Analysis of Random Concrete Microstructure David Corr Nathan Tregger Lori Graham-Brady Surendra Shah Collaborative Research:
ME6260/EECE Contact Mechanics. ME6260/EECE SEM Image of Early Northeastern University MEMS Microswitch Asperity.
Eruptive vents formation and surface unloading in active volcanoes: insights from axis-symmetric 2D finite element models Francisco Delgado Department.
ES 240 Project: Finite Element Modeling of Nano- Indentation of Thin Film Materials.
14th Crisp user meeting at UCL1 Numerical analysis of a piled foundation in granular material using slip element Yongjoo Lee Soil Mechanics Group Department.
A PPLIED M ECHANICS Lecture 01 Slovak University of Technology Faculty of Material Science and Technology in Trnava.
9 Torsion.
Explicit\Implicit time Integration in MPM\GIMP
On a Class of Contact Problems in Rock Mechanics Exadaktylos George, Technical University of Crete
Materials Process Design and Control Laboratory Finite Element Modeling of the Deformation of 3D Polycrystals Including the Effect of Grain Size Wei Li.
Evaluation of Residual Stresses due to Spherical Impact using LS – DYNA Jason Fayer MANE-6980 ENGINEERING PROJECT Spring 2010 Status Update.
Chapter 12 Static Equilibrium and Elasticity. Introduction Equilibrium- a condition where an object is at rest OR its center of mass moves with a constant.
Dr. Wang Xingbo Fall , 2005 Mathematical & Mechanical Method in Mechanical Engineering.
二維反平面力學與穩態熱傳問題之 理論解析 編 號 : NSC E 執行期限: 97 年 08 月 01 日至 98 年 07 月 31 日 執行機構:南台科技大學機械系 主持人 :林 儒 禮 :
1 Haptic Systems Mohsen Mahvash Lecture 3 11/1/06.
Evaluation of Residual Stresses due to Spherical Impact using LS – DYNA Jason Fayer MANE-6980 ENGINEERING PROJECT Spring 2010.
Ale with Mixed Elements 10 – 14 September 2007 Ale with Mixed Elements Ale with Mixed Elements C. Aymard, J. Flament, J.P. Perlat.
CIS/ME 794Y A Case Study in Computational Science & Engineering 2-D Conservation of Mass uu dx dy vv (x,y)
The Generalized Interpolation Material Point Method.
Material Point Method Solution Procedure Wednesday, 10/9/2002 Map from particles to grid Interpolate from grid to particles Constitutive model Boundary.
Buckling Capacity of Pretwisted Steel Columns: Experiments and Finite Element Simulation Farid Abed & Mai Megahed Department of Civil Engineering American.
Dipartimento di Ingegneria Strutturale Simulation of fracture phenomena in polycristalline microsystems by a domain decomposition approach Federica Confalonieri,
MECH4450 Introduction to Finite Element Methods Chapter 6 Finite Element Analysis of Plane Elasticity.
Dynamics of a System of Particles Prof. Claude A Pruneau Notes compiled by L. Tarini Physics and Astronomy Department Wayne State University PHY 6200 Theoretical.
From: Lattice Approach in Continuum and Fracture Mechanics
Finite Element Modeling of Nacre
Date of download: 10/9/2017 Copyright © ASME. All rights reserved.
Finite Element Method in Geotechnical Engineering
Continuously Dislocated Elastic Bodies Subjected to Antiplane Shear
APPLICATION OF COHESIVE ELEMENT TO BIMATERIAL INTERFACE
Le-Thuy Tran and Martin Berzins
Characterisation of mechanical properties
From: Evolution Mechanisms of Thermal Shock Cracks in Ceramic Sheet
تئوری الاستیسیته Theory of Elasticity كريم عابدي.
Chrono::FEA Validation.
Visco-plastic self-consistent modeling of high strain rate and
Continuum Simulation Monday, 9/30/2002.
Presentation transcript:

Solution of a Hertzian Contact Mechanics Problem Using the Material Point Method Jason Sanchez Department of Mechanical Engineering University of New Mexico 18 March 2008

2 Nanoindentation Simulation of Blast Resistant Cement DTRA blast resistant concrete investigation (UNM Dept. of Civil Engineering) How well does a nanoindentation simulation reproduce experimental data for blast resistant cement? –Force vs. displacement response –Indenter impression Material modeling of blast resistant concrete at micro-scale –Isotropic material to begin –elastic-plastic constitutive model –Possibly inhomogeneous material (fibers, other particles, etc. ) Simulation method it the material point method (MPM)

3 Work Breakdown Perform a benchmark problem with MPM (Hertzian contact mechanics) Constitutive modeling –Elastic-plastic constitutive model Contact algorithm at indenter interface –compression only, friction at interface –decohesion 3D MPM Birkovitch Indentation Simulation –Parallel MPM implementation necessary (use of HPC)

4 Benchmark MPM Indentation Simulation Hertzian contact of a rigid spherical indenter contacting a isotropic elastic material Reproduce theoretical force vs. displacement response MPM Implementation (references 1-3) –Explicit MPM –Momentum formulation –Plane axisymmetric formulation –Isotropic linear elasticity –Natural no-slip contact between material points 1.D. Sulsky, S. Zhou, and H.L. Schreyer, Application of a particle-in-cell method to solid mechanics, Comput. Phys. 87 (1995) D. Sulsky and H.L. Schreyer, MPM simulation of dynamic material failure with a decohesion constitutive model, European Journal of Mechanics A/Solids. 23 (2004) D. Sulsky, Z. Chen, and H.L. Schreyer, A particle method for history-dependent materials, Comput. Methods Appl. Mech (1994)

5 Hertzian Contact Mechanics Between a Rigid Spherical Indenter and a Flat Specimen local deformations at the contact no consideration for bulk deformations or support of the bodies small strains, linear elasticity R  a elastic material spherical indenter

6 MPM Contact Mechanics Simulation isotropic elastic material, 4 uniform quad meshes 4 material points per element slip at grid boundary velocity prescribed to rigid material points (indenter) sample spherical indenter axis of symmetry

7 MPM Indentation Simulation Results for a Uniform Quad Mesh

8 Locally Resolved Quad Mesh for MPM Indentation Simulation 8520 elements Resolved elements: dx = dy = cm Coarse elements: dx = dy = cm Best uniform grid simulation results correspond to elements with dx = dy = 0.03 cm

9 MPM Contact Mechanics Simulation With Locally Resolved Mesh isotropic elastic material grid: node quad elements 4 material points per element slip at grid boundary velocity prescribed to rigid material points

10 Comparison of Numerical & Analytical Solution

11 Comparison of Numerical & Analytical Solution (zoom in)

12

13 Conclusions, current, and Future work Conclusions –MPM reproduces analytical force vs. displacement results (Hertzian contact mechanics) –Highly resolved spatial mesh is necessary at indenter-material interface Constitutive model for axisymmetric analysis (current work) –plasticity –Decohesion (initiation of cracking) Contact algorithm at interface (current work) –compression only, friction at interface, decohesion 3D MPM Indentation Simulation (summer / fall 08) –Parallel MPM implementation –Incorporate locally resolved mesh generator