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WP3' Adaptive Composite Modeling

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Title: WP3' Adaptive Composite Modeling


1
WP3. Adaptive Composite Modeling
  • FP6- STREP project contract N013517NMP3-CT-2005-
    013517
  • Lisboa, 22 July 2007
  • E. CARRERA - POLITO WPLeader

2
SUMMARY
  • 1 - WP3 Overview
  • 2 - Task 3.1 Modelling composites with
    piezoelectric
  • sensors/actuators ( POLITO, IST,LPMM)

3
WP3 Overview
  • Participants
  • POLITO (3) LPMM (4) IST (8), ISMEP (2) ULB
    (9)
  • WP Leader POLITO
  • Start 1 (4), End 21 (25)
  • Interaction WP1,WP4,WP5

4
WP3 Overview
  • Objectives
  • - Analytical and numerical (finite element)
    modelling of sandwich and
  • laminated composites with piezoelectric
    layers
  • - Analytical and numerical modelling of thermal
    and pyroelectric effects
  • in piezoelectric composites
  • - Numerical modelling of piezoceramic shunted
    damping.
  • - Application and validation of the above
    advanced models and associated
  • FE for various problems, such as vibration
    suppression of simple beams
  • and plates due to mechanical or/and thermal
    loads by means of
  • piezoelectric sensors and actuators

5
WP3 Overview
  • Description of work
  • Task 3.1 Modelling composites with piezoelectric
    sensors/actuators
  • ( POLITO, IST, LPMM) ACTIVE !!
  • Task 3.2 Modelling thermo-piezoelectric
    composites with
  • piezoelectric sensors/actuators
    (POLITO, ISMEP) NOT Active
  • Task 3.3 Piezoceramic shunted damping concepts
    (ISMEP, ULB) NOT
  • Active
  • Task 3.4 Models and concepts validation (ALL)
    NOT Active

6
Task 3.1 Declared Topics (POLITO, IST, LPMM)
  • Comprehensive coupled piezoelectric models for
    beam, plate and shell
  • geometries will be developed. The model has
    hierarchic capabilities in the
  • sense that accuracy can be increased by
    augmenting computational efforts.
  • The following main cases will be available
    classical model based on known
  • theories for laminates, such as CLT (Classical
    Laminated Theories) and FSDT
  • (First order Shear Deformation Theory). The
    advanced theories able to
  • describe zig-zag fields for the displacement and
    to fulfil interlaminar
  • continuity of transverse shear and normal
    stresses layer-wise models that
  • have independent variables in each layer will be
    used for this task.
  • Classical methods with only displacement
    variables and advanced methods
  • based on Mixed Variational Theorems will be
    discussed

7
Task 3.1 ACTIVITIES
  • 1. POLITO
  • 2. IST
  • 3. LPMM

8
Task 3.1 POLITO
  • SUMMARY OF THE MADE ACTIVITIES
  • 1. Description of the made research work
  • 2. Collaboration with other WP3 Teams
  • 3. Cooperation with OOFELIE (computatioanal
    software by SAMTECH)
  • 4 - Interaction with EADS questions

9
Task 3.1 POLITO Research Work
  • Models have been developed in the framework of
    the two following
  • variational tools.
  • PVD Principle of Virtual Displacements
  • RMVT Reissner Mixed Variational Theorem
  • The developments have been made according to the
    Unified Formulation by
  • Carrera.

10
Task 3.1 POLITO Research Work
Displacement model
Equivalent Single Layer Model Taylor Polinomial
and Murakami Zig-Zag Function Layer-Wise Model
Legendre Expansion
11
Task 3.1 POLITO Research Work
Electrical Potential
Restrcted to Layer-Wise Model with Legendre
Expansion
12
Task 3.1 POLITO Research Work
Transverse Normal Stresses for RMVT
Restricted to Layer-Wise Model with Legendre
Expansion
13
Task 3.1 POLITO Research Work
14
Task 3.1 POLITO Research Work
  • Details can be read in the papers
  • The two presented in SMART05 at Lisboa
  • A paper that will be presented at AIDAA
    conference (Volterra, Sept 2005)
  • A paper that will be presented at AIMETA
    conference (Florence, Sept 2005)

15
Task 3.1 POLITO Contribution
  • SUMMARY OF THE CONDUCTED ACTIVITIES
  • 1. Descrition of the made research work
  • 2. Collaboration with other WP3 Teams
  • 3. Cooperation with OOFELIE (computatioanal
    software by SAMTECH)

16
Task 3.1 POLITO Contribution
  • Collaboration with other WP3 Teams
  • 1. A master student (Salma Ghorbel) from
    SUPMECA has spent 6 weeks (June-July) in Torino
    working on Unidied Formulation and Mixed Methods
    for thermo-piezo-mechanical problems.
  • 2. Other cooperations are welcome.

17
Task 3.1 POLITO - OOFELIE
  • The new platform oofelie, which means Object
    Oriented Finite Element Led by Interactive
    Executor is the resulting software of research
    conjointly led since 1991 at LTAS (Laboratoire de
    Techniques Aéronautiques et Spatiales, Belgium)
    and at INTEC (Instituto de Desarrollo Tecnologico
    para la Industria Quimica, Argentina).
  • It is now developed and maintained by Open
    Engineering (a subsidiary of the Samtech group).

18
Oofelie
  • The main ideas are
  • To build a new architecture to answer strong
    coupling needs to challenge problems of the
    future
  • To reduce costs in building a unified
    multidisciplinary toolkit
  • To reduce the gap between algorithm design and
    its industrial implementation
  • To take benefits of object oriented methodology

19
MAIN FEATURES of OOFELIE
  • it is written in C
  • it has an interpreter it allows e.g. to
    develop
  • "à la Matlab" (command files)
  • it is modular as a consequence of C, it has
    several reusable components (e.g. math utils,
    etc)
  • it is portable runs on different architecture
  • it has a quite evolved memory management system
  • it can be interfaced with the commercial
    graphical interface of the Samtech group Samcef
    Field
  • It is a good basis for code developing and it is
    very extensible
  • It is distributed under a community licence and
    the source code is downloadable via CVS

20
Modules of OOFELIE
OOFELIE solve coupled problems in different
fields with several modules OOFELIEVibroAcous
ticsOOFELIEPiezoElectric OOFELIEOptoThermoMec
hanics                                            
                                                
                                   OOFELIENLTher
moMechanics, Phase Change WeldingOOFELIENLEle
ctroStaticOOFELIEElectroMagnetoDynamicsOOFELIE
MEMS-NLOOFELIEFSI (Fluid Structure
Interaction)
21
WORK DONE AT OPEN ENGINEERING WITH OOFELIE
The unified formulation has been introduced
inside oofelie adding a new class of element for
plates with 4 nodes based on the Principle of
virtual displacement (EDx LDx). Since shape
functions as well as assembling procedures and
system solving routines are already implemented
inside OOFELIE, the basic interface to
communicate the new element with the classes that
manage the element is restricted to the
evaluation of the stiffeness matrix. Tests of
the implemented element have been performed for
mechanical and thermal loaded plates
22
Example
Multilayer cantilever plate under mechanical load
The results given by Oofelie are match
perfectly the ones given by the C0zFem code
A
2 layers 0/90 Orthotropic material
23
WORK TO DO
  • Future works will focus on
  • The implementation of the element based on the
    Reissners mixed
  • variational theorem (LMx EMx)
  • The development of the graphical interface of the
    C0z elements
  • with SAMCEF Field
  • Extension to coupled problems Piezomechanical
    and thermopiezo

24
Task 3.1 POLITO Contribution EADS Questioning
  • The following experiments could be of POLITO
    interest
  • The considered multilayered (any configuration
    with piezo-electric layers
  • and pathces) structures can be beams or flat or
    curved panels with any
  • geometrical boundary conditions (simply-supported
    is the favorite one).
  • 1. Vibration testing
  • Closed cicuit - Open Circuit.
  • Calculation of the first 1-5
    frequencies.

25
Task 3.1 POLITO Contribution EADS Questioning
  • 2. Static Electromechanical testing
    Actuators/Sensors
  • 2.1 Case of applied potential
  • 2.2 Case of applied pressure
  • 2.3 Case of applied charge
  • Measurements of displacements, some
    stresses, Electrical variables (potentential,
    charge, displacements)

26
Task 3.1 POLITO Contribution EADS Questioning
  • 3. Thermo-Electromechanical testing
    Actuators/Sensors
  • 2.1 Case of applied potential
  • 2.2 Case od applied pressure
  • 2.3 Case of applied charge
  • 2.4 Case of Uniform heating (temperature is
    the same in the top and bootm surfaces)
  • 2.5 Case of non-uniform heating (temperature
    is different in the top and bottom surfaces).

27
Task 3.1 POLITO Contribution EADS Questioning
  • 3. Control, closed loop experiments
  • 3.1 piezo-mechanical
  • 3.2 thermo-electro-mechanical

28
Task 3.1 POLITO Contribution EADS Questioning
  • 3. Control, closed loop experiments
  • 3.1 piezo-mechanical
  • 3.2 thermo-electro-mechanical
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