Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 1 High strain rate photomechanics on composites: use of a ultra high speed camera and the virtual.

Slides:



Advertisements
Similar presentations
Finite element method Among the up-to-date methods of stress state analysis, the finite element method (abbreviated as FEM below, or often as FEA for analyses.
Advertisements

1/23 A. Giraudeau, F. Pierron MPSVA conference Identification of local material damping in vibrating plates using full-field measurements Alain.
CompTest 2003 : ENSAM-Châlons en Champagne, January 2003 DIRECT IDENTIFICATION OF THE DAMAGED BEHAVIOUR OF COMPOSITE MATERIALS USING THE VIRTUAL.
1 Unsymmetrical and/or inhomogeneous cross sections | CIE3109 CIE3109 Structural Mechanics 4 Hans Welleman Module : Unsymmetrical and/or inhomogeneous.
Workshop at Indian Institute of Science 9-13 August, 2010 Bangalore India Fire Safety Engineering & Structures in Fire Organisers:CS Manohar and Ananth.
STATICALLY DETERMINATE STRESS SYSTEMS
Professor Fabrice PIERRON LMPF Research Group, ENSAM Châlons en Champagne, France THE VIRTUAL FIELDS METHOD Application to linear elasticity Paris Châlons.
Synchronised IRT and DIC capture to measure the strain rate dependency of fibre reinforced composites Duncan A. Crump 1, Janice M. Dulieu-Barton 1 and.
Chapter 3 Mechanical Properties of Materials
Identification of material properties using full field measurements on vibrating plates Mr Baoqiao GUO, Dr Alain GIRAUDEAU, Prof. Fabrice PIERRON LMPF.
ANALYSES OF STABILITY OF CAISSON BREAKWATERS ON RUBBLE FOUNDATION EXPOSED TO IMPULSIVE WAVE LOADS Burcharth, Andersen & Lykke Andersen ICCE 2008, Hamburg,
The various engineering and true stress-strain properties obtainable from a tension test are summarized by the categorized listing of Table 1.1. Note that.
MANE 4240 & CIVL 4240 Introduction to Finite Elements
Some Ideas Behind Finite Element Analysis
ES 246 Project: Effective Properties of Planar Composites under Plastic Deformation.
APPLIED MECHANICS Lecture 10 Slovak University of Technology
Finite Element Primer for Engineers: Part 2
M. A. Farjoo.  The stiffness can be defined by appropriate stress – strain relations.  The components of any engineering constant can be expressed in.
Department of Mechanical and Manufacturing Engineering MEASUREMENT OF MECHANICAL PROPERTIES OF PVC FOAM USING A MODIFIED ARCAN FIXTURE S T Taher 1, O T.
Lab 6: Torsion test (AISI 1018 Steel, cold drawn )
ECIV 520 A Structural Analysis II
Ali Jafry Teacher Pre Calculus & Pre AP Pre Calculus Carbon Nanotube-Epoxy Composites Dr. Dimitris Lagoudas, Dr. Daniel Davis, Patrick Klein & Lesley Weitz.
Presented by Andrey Kuzmin Mathematical aspects of mechanical systems eigentones Department of Applied Mathematics.
EXPERIMENT # 3 Instructor: M.Yaqub
Testing and Modelling of a Severely Tapered Composite Specimen
1 Experimental determination of K I by Annex IV Speckle interferometry.
Characterization of impact damage in fibre reinforced composite plates using embedded FBG sensors J. Frieden*, J. Cugnoni, J. Botsis, Th. Gmür CompTest2011.
MECh300H Introduction to Finite Element Methods
MANE 4240 & CIVL 4240 Introduction to Finite Elements
Introduction to Finite Element Analysis for Structure Design Dr. A. Sherif El-Gizawy.
1 Deformation and damage of lead free materials and joints J. Cugnoni*, A. Mellal*, Th. J. J. Botsis* * LMAF / EPFL EMPA Switzerland.
CHAP 6 FINITE ELEMENTS FOR PLANE SOLIDS
Mechanical characterization of lead- free solder joints J. Cugnoni*, A. Mellal*, Th. J. Pr. J. Botsis* * LMAF / EPFL EMPA Switzerland.
1/22 A full-field optical method for the experimental analysis of Reinforced-Concrete beams repaired with composites. AVRIL Stéphane, VAUTRIN Alain, FERRIER.
Smart Materials in System Sensing and Control Dr. M. Sunar Mechanical Engineering Department King Fahd University of Petroleum & Minerals.
Department of Aerospace and Mechanical Engineering A one-field discontinuous Galerkin formulation of non-linear Kirchhoff-Love shells Ludovic Noels Computational.
Three-Dimensional Fracture Properties of the Florida Manatee Rib Bone Jeff Leismer, MEngg Mechanical & Aerospace Engineering Department, University of.
ME 520 Fundamentals of Finite Element Analysis
Digital Image Correlation
Mechanical Properties
Application of ESPI in investigating the static deformation of a lead-free joint D. Karalekas 1, J.Cugnoni 2, J. Botsis 2 1 Lab. Adv. Manufact. and Testing,
MECN 4600 Inter - Bayamon Lecture Mechanical Measurement and Instrumentation MECN 4600 Professor: Dr. Omar E. Meza Castillo
1/1 SOE 1032 SOLID MECHANICS Website course organisation,lecture notes, tutorial.
Chapter 3 Micromechanical Analysis of a Lamina Elastic Moduli Dr. Autar Kaw Department of Mechanical Engineering University of South Florida, Tampa, FL.
Strengths Chapter 10 Strains. 1-1 Intro Structural materials deform under the action of forces Three kinds of deformation Increase in length called an.
Engineering 309: Machine Design I Instructor: Dr. Min Lu Presented by: Mike Kraft Thanh Nguyen.
Explicit\Implicit time Integration in MPM\GIMP
Chapter 6. Plane Stress / Plane Strain Problems
This project is focused on the establishment of a novel data collection methodology that involves high resolution, full-field optical techniques. The aim.
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.
1 Class #2.1 Civil Engineering Materials – CIVE 2110 Strength of Materials Mechanical Properties of Ductile Materials Fall 2010 Dr. Gupta Dr. Pickett.
Last course Bar structure Equations from the theory of elasticity
Static Equilibrium and Elasticity
MECH4450 Introduction to Finite Element Methods
STRESS-STRAIN RELATIONSHIP
Infra-red Technique for Damage Tolerant Sandwich Structures W.Wang 1 J.M.Dulieu-Barton 1, R.K.Fruehmann 1 and C.Berggreen 2 1 Faculty.
EGM 5653 Advanced Mechanics of Materials
Exercises in Hydraulic Bulge Testing H.S. Kim H. Lim Mike Sumption Ted Collings The Ohio State University Dept of Materials Science and Engineering Center.
Review Questions: Chapter 0 Given, calculate all the possible binary products of a, a T, b and b T What are the eigenvalues of the matrix ? Is it positive.
THE VIRTUAL FIELDS METHOD VFM course, BSSM conference, Sept. 1st 2015 Professor Fabrice PIERRON Faculty of Engineering and the Environment Royal Society.
Master Thesis Presentation – Bart Festen
Finite Element Method Weak form Monday, 11/4/2002.
The Thick Walled Cylinder
1D OF FINITE ELEMENT METHOD Session 4 – 6
STRESS-STRAIN RELATIONSHIP
Experiment # 2 Torsion Test
Introduction to Finite Element Analysis for Skeletal Structures
Implementation of 2D stress-strain Finite Element Modeling on MATLAB
University of Liège Department of Aerospace and Mechanical Engineering
PDT 153 Materials Structure And Properties
Presentation transcript:

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 1 High strain rate photomechanics on composites: use of a ultra high speed camera and the virtual fields method Dr R. Moulart, Prof. F. Pierron Arts et Métiers ParisTech Châlons-en-Champagne, France ACCIS, Aerospace Engineering, University of Bristol, UK Dr S.R. Hallett, Prof. M.R. Wisnom

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 2/19 Perform full-field deformation measurements with a ultra high speed camera  Evaluate performances (quantitative measurements) Process the deformation data to identify stiffnesses  Use of acceleration maps to make up for the lack of force data Objectives

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 3/19 Test set-up

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 4/19 Test set-up Quasi-isotropic lay-up: [-45 2 /90 2 /45 2 /0 2 ] s Input tensile wave y x Thickness: Ø = Cross-line grid: 200  m pitch  Transferred onto specimen  Displacements obtained by spatial phase shifting Test specimen: glass-epoxy composite

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 5/19 Test set-up Ultra high speed camera: Cordin Time resolution: 3.3  s ( fps) – light issues  Maximum frame rate: 4 Mfps! Spatial resolution: 1 Mpixel

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 6/19 Measurements Grey level images

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 7/19 Measurements Problem of bias caused by sensor positions Need for a first set of 62 still images Phase maps obtained sensor by sensor Final resolution: 5  m (2.5% of grid pitch) Ux in  m

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 8/19 Measurements Longitudinal displacement Ux in  m

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 9/19 Measurements Acceleration maps: double temporal differentiation  4 th order polynomial fit over time  Sliding window of 9 images  Resolution: between 1 and m.s -2 m.s -2

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 10/19 Measurements Strain maps: spatial differentiation  Local smoothing (diffuse approximation)  Resolution: 10 -3

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 11/19 Measurements Strain rate maps (s -1 ): temporal differentiation  Calculated through point to point finite difference  Resolution: about 400 s -1

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 12/19 Identification The virtual fields method x y F -F L Integrate over x Plane stress Linear elastic isotropy Homogeneous material

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 13/19 Identification Principle of virtual work No force measurement  In “static”:  Only stiffness ratios ( ) No force measurement  In dynamic  Acceleration forces: distributed volumic load cell! 1 VF: 1 linear equation

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 14/19 Identification Choice of virtual fields: field 1 Spatial differentiation of U x Spatial differentiation of U y Double time differentiation of U y x y L

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 15/19 Identification Choice of virtual fields: field 2 Linear system x y L

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 16/19 Identification Results Young’s modulus (GPa) Time (  s) Reference: 24.5 GPa Mean: 17.2 GPa

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 17/19 Identification Results Poisson’s ratio Time (  s) Reference: 0.35 Mean: 0.28

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 18/19 Measurements  Use of a UHS speed camera  Quantitative data obtained (novel)  Quality can be improved  Increase frame rate (limit: 4 Mfps)  Improve lighting, improve spatial resolution (grid pitch)  Understand origin of bias and noise Identification  Quantitative data obtained  Use of acceleration forces (novel)  Huge future potential: no need for Hopkinson bar setup  Need for better (and cheaper) cameras  Need for new test designs CONCLUSION

Moulart, Pierron, Hallett, Wisnom - SEM 2009 Albuquerque 19/19 Grant EP/G001715/1 for sabbatical of R. Moulart Access to the Cordin camera through the EPSRC pool of instruments ACKNOWLEDGEMENTS Engineering and Physical Sciences Research Council