1. Trang chủ
  2. » Tất cả

A multi-material level set-based topology optimization of flexoelectric composites

24 7 0

Đang tải... (xem toàn văn)

Tài liệu hạn chế xem trước, để xem đầy đủ mời bạn chọn Tải xuống

THÔNG TIN TÀI LIỆU

Thông tin cơ bản

Định dạng
Số trang 24
Dung lượng 862,99 KB

Các công cụ chuyển đổi và chỉnh sửa cho tài liệu này

Nội dung

Rabczuk, A multi-material level set-based topology optimization of flexoelectric composites, Comput.. of Mechanical Engineering, Boston University, Boston, MA 02215, USA Abstract We pr

Trang 1

A multi-material level set-based topology optimization of flexoelectric

To appear in: Comput Methods Appl Mech Engrg.

Received date : 31 May 2017

Revised date : 30 November 2017

Accepted date : 2 December 2017

Please cite this article as: H Ghasemi, H.S Park, T Rabczuk, A multi-material level set-based topology optimization of flexoelectric composites, Comput Methods Appl Mech Engrg (2017), https://doi.org/10.1016/j.cma.2017.12.005

This is a PDF file of an unedited manuscript that has been accepted for publication As a service to our customers we are providing this early version of the manuscript The manuscript will undergo copyediting, typesetting, and review of the resulting proof before it is published in its final form Please note that during the production process errors may be discovered which could affect the content, and all legal disclaimers that apply to the journal pertain.

Trang 2

-

Corresponding Authors: E-Mail: hamid.ghasemi@uni-weimar.de ; parkhs@bu.edu ;

timon.rabczuk@uni-weimar.de  

Hamid Ghasemi 2 , Harold S Park 3 , Timon Rabczuk 1, 2

1 Duy Tan University, Institute of Research & Development, 3 Quang Trung, Danang, Viet Nam

2 Institute of Structural Mechanics, Bauhaus- Universität Weimar, Marienstraße 15, 99423 Weimar, Germany

3 Dep of Mechanical Engineering, Boston University, Boston, MA 02215, USA

Abstract

We present a computational design methodology for topology optimization of based flexoelectric composites The methodology extends our recently proposed design methodology for a single flexoelectric material We adopt the multi-phase vector level set (LS) model which easily copes with various numbers of phases, efficiently satisfies multiple constraints and intrinsically avoids overlap or vacuum among different phases We extend the point wise density mapping technique for multi-material design and use the B-spline elements to discretize the partial differential equations (PDEs) of flexoelectricity The dependence of the objective function on the design variables is incorporated using the adjoint technique The obtained design sensitivities are used in the Hamilton–Jacobi (H-J) equation to update the LS function We provide numerical examples for two, three and four phase flexoelectric composites

multi-material-to demonstrate the flexibility of the model as well as the significant enhancement in electromechanical coupling coefficient that can be obtained using multi-material topology optimization for flexoelectric composites

Keywords: Topology optimization, Flexoelectricity, Level set, Multi-material, B-spline elements

1 Introduction

In dielectric crystals with non-centrosymmetric crystal structure such as quartz and ZnO, electrical polarization is generated upon the application of uniform mechanical strain This property of certain materials, which is known as piezoelectricity, is caused by relative displacements between the centers of oppositely charged ions Details about the governing equations of piezoelectricity are available in [1-3]

Trang 3

When the mechanical strain is applied non-uniformly, the inversion symmetry of a dielectric unit cell can be broken locally Thus all dielectric materials, including those with centrosymmetric crystal structures, can produce an electrical polarization This phenomenon is known as the flexoelectric effect, where the gradient of mechanical strain can induce electrical polarization in

a dielectric solid Readers are referred to [4, 5] and references therein for more details

Micro-Nano electromechanical sensors and actuators made from piezoelectric or flexoelectric materials are increasingly used in applications such as implanted biomedical systems [6], environmental monitoring [7] and structural health monitoring [8] These sensors and actuators are structurally simpler, provide high power density, and allow a broader range of material choice; however, their efficiency is usually low [9]

Conventional flexoelectric ceramics or single crystals are usually brittle and therefore susceptible

to fracture In contrast, flexoelectric polymers are flexible but exhibit weaker flexoelectric performance Moreover, in a single flexoelectric structure, zones with high strain gradients contribute more to electrical energy generation Thus, the efficiency of a sensor or an actuator fabricated entirely from a single flexoelectric material might be suboptimal More interestingly, there exist significant opportunities to design piezoelectric composites without using piezoelectric constitutive materials while reaching piezoelectric performance that rivals that seen

in highly piezoelectric materials [4] Therefore, there are significant opportunities in being able

to design multi-phase flexoelectric composites to bridge the gap between high flexoelectric performance and poor structural properties

Topology optimization is a powerful approach that determines the best material distribution within the design domain The present authors have already presented a computational framework for topology optimization of single material flexoelectric micro and nanostructures to enhance their energy conversion efficiency [10, 11] The present research however, exploits the capabilities of topology optimization for the systematic design of a multi-phase micro and nano sensors and actuators made from different active and passive materials

Contributions on piezoelectric structure design are often restricted by the optimal design of the host structure with fixed piezoelectric elements [12] or optimal design of piezoelectric elements with the given structure [13, 14] Studies on multi-material design of piezoelectric structures are relatively rare In fact, available works on multi-material topology optimization mostly employ Isotropic Material with Penalization (SIMP) technique [15] Furthermore, we are not aware of

Trang 4

any previous work studying the optimization of multi-material flexoelectric composites By use

of the level set method, this work provides a new perspective on simultaneous topology optimization of the elastic, flexoelectric and void phases within the design domain such that multi-material flexoelectric composites can be designed

The remainder of this paper is organized thus: Section 2 summarizes the discretized governing equations of flexoelectricity, Section 3 contains the topology optimization based on the LSM, Section 4 provides numerical examples, and Section 5 offers concluding remarks

2 A summary of the governing equations and discretization

A summary of the governing equations of the flexoelectricity is presented in this section More details are available in [10, 16-18] and references therein Accounting for the flexoelectricity, the enthalpy density, , can be written as

where is the fourth-order elasticity tensor, is the mechanical strain, is the third-order tensor of piezoelectricity, is the electric field, is the fourth-order total (including both direct and converse effects) flexoelectric tensor and is the second-order dielectric tensor The different stresses / electric displacements including the usual ( / ), higher-order ( / ) and physical ( / ) ones are then defined through the following relations

and (2)

, and

, (3)

, and , (4) thus

, , (5)

, , (6) which are the governing equations of the flexoelectricity By imposing boundary conditions and integration over the domain, Ω, the total electrical enthalpy is

, Ω (7) Using Hamilton’s principle, we finally have

Trang 5

, , Ω

̅ 0 (8) which is the weak form of the governing equations of the flexoelectricity In Eq (8) is the mechanical displacements, is the electric potential, ̅ is the prescribed mechanical tractions and is the surface charge density Γ and Γ are boundaries of Ω corresponding to mechanical tractions and electric displacements, respectively

Using B-spline basis functions, and , we approximate and fields as

, ∑ ∑ ,, , (9.a) , ∑ ∑ ,, , (9.b) where the superscripts , and denote nodal parameters at the mesh control points, mechanical and electrical fields, respectively

The discrete system of Eq (8) is eventually expressed as

(10) where

In Eqs (11.a-f), the subscript, , in Ω , Γ and Γ denotes the finite element where

Ω ⋃ Ω Moreover, , contain the spatial derivatives of the B-spline basis functions The second derivatives of the basis functions, , are obtained by Eq (12)

Trang 6

00

Trang 7

re the numb

al values o

ts the designion is dynamential equati

is the no

normal to tchosen base

ce function 9]

unction (a),

and optimiz

2 3) wh

e level set fuhase 1: Φoundary: Φhase 2: Φ (1.a) We u

ber of basis

f the LS A

n boundary mically updion

ormal compthe boundar

ed on the deand the ab

ry Γ The fiesign sensitibove H-J eq

representati

blem

the entire s

is then d

ion with lev

structural ddefined as ∀ ∈ Ω ∖ ∀ ∈ Ω

tions, ,, ,

, gonal direct), the zero

by solving

ector (ermines geoobjective fusolved by a

g the Hamilt

) and ometric motunction Φ i

an explicit

and density

luding all

(14) Φ

y mapping

Trang 8

er of level s

S approach

he zero-levethese functi

d only one

xamining flterial phaseuding the vorent solid ma

anset function[22] where overlapping

el sets Ωions Ωmaterial ph

lexoelectric

es defined boid phase), Φaterial phas

1, … , ): Φhase which

imation

main into pach one reps: 1) numer

s using up tol-set functiones the soli

sented by tw

Φ … Φ a

s a smooth

fo fo fo

phases, ,presents a dirical difficu and 2) chortcomingsset function

… , , obheme the inoverlap Thusatisfies the

o two level ons Φ and

n partitions tbtained by nterior regio

us, each po

e partition c

set function

d Φ For thvoid phases

functions Φ

or Heavisidtion of the

Δ Δ

luding the erial phase aintain the associated

w [21] and the design different ons of the oint ∈ conditions

ns Fig (2)

he case of while Φ

Φ and Φ

de functionHeaviside

(17)

Trang 9

Using point-wise mapping to control an element-wise constant phase density distribution (as represented in Fig (1.c) for a single material phase), we define

for two phases: Φ 1

1 1 Φ 2 (18.a) , for three phases: Φ

Φ Φ 1

Φ 1 Φ

1 1 Φ

(18.b) and for four phases: Φ Φ 1

Φ 1 Φ

1 Φ Φ 2 3 1 Φ 1 Φ

(18.c) where 0 1 and is the center of a finite element These element densities are embedded in the electromechanical problem to obtain effective material properties , ∑ for two phases (19.a) , ∑ for three phases (19.b) , ∑ for four phases (19.c) where Eqs (13.a-d) define , , , Superscript 0 represents properties of the bulk materials and for the void phase contain appropriately small values to avoid singularity of the stiffness matrix

Assuming where 1, … , , the volume integrals of some functional over a material domain can then be defined as (20)

where is a matrix containing all vectors of 1, … , Each vector (associated with the LS function Φ ) contains related design variables, , defined on the mesh of control points

Trang 10

3.2 Optimization problem

The electromechanical coupling coefficient, , is defined as

(21)

where and are the electrical and mechanical (or strain) energies, respectively By extending and in Eq (21) and defining the objective function, , , , as the inverse of we have , ,

(22)

where and Eventually, in its general form the optimization problem can be summarized as Eq (23) and Table-1: Minimize: , ,

Subjected to:

Ω

1, … , (23)

Table-1 Summary of the optimization problem Inputs Initial nodal values of the level set functions, , Material properties Solver settings & parameters

Design variables Nodal values of the level set functions, ,

Design constraints Volume of the material phases, where 1, … , System of coupled governing equations

where is the total volume of the material phase in each optimization iteration and is the corresponding given volume

To satisfy the volume constraints, we use the augmented Lagrangian method combining the properties of the Lagrangian (the second term in Eq (24.a)) and the quadratic penalty functions (the third term in Eq (24.a)) It seeks the solution by replacing the original constrained problem

by a sequence of unconstrained sub-problems through estimating explicit Lagrangian multipliers

Trang 11

at each step to avoid the ill-conditioning that is inherent in the quadratic penalty function (see [23] for more details)

Following [23], we define

and Λ are parameters in iteration which are updated according to the following scheme

, Λ Λ (24.b) where ∈ 0,1 is a fixed parameter and Λ start with appropriately chosen initial values;

then that approximately minimizes will be found and Λ are subsequently updated and the process is repeated until the solution converges

The classical Lagrangian objective function is obtained by discarding the last term of Eq (24.a) The normal velocity in Eq (16) is chosen as a descent direction for the Lagrangian according to

1, … , (25) where different terms of Eq (25) are derived in Appendix A The flowchart of the entire optimization process is presented in Fig.3

Trang 12

y 48 12 qownward po

y conditions ite beams Aots represent

The flowch

es of multi-m

ns In all folquadratic Boint load ofare imposeAll models a

t control poi

hart of the o

material beamllowing exa-spline elem

f 100 at

ed as shownare discretizints (see [10

optimization

ms with lineamples, we aments, unles

t the top of

n in Fig (4.azed by quad0] for more d

n process

ear elastic massume a 60

ss otherwisethe free edga) We invedratic B-splidetails)

material prop

0 15

e specified

ge while opstigate two,

ne elements

perties and cantilever The beam pen circuit three and

s (see Fig

Trang 13

w 0.37 10 0.37 1 0.37 1 , :

mposite

we assume

nd the passiCase-2) accomeasured focoupling ccoupling coe

is observabase counterp

ng and boun

perties of thenon-piezoele

the beamive elastic pording to T

or various cocoefficientefficient of tble that, by cpart can be

ndary condit

e active (pieectric mater

[16]), act

μ 4 / 1 2 / 0.

.4 /

0

0 , : / :

m is made phases (CaseTable-2 For ompositions( ) is obthe beam wcombining thobtained; h

tions (a), di

ezoelectric orial experien

from: the e-1), and thboth cases

of constitubtained by with 100% A

he passive ahowever, the

scretization

or flexoelecnces pure fl

ve 3, passive

11 / 5.5 /

11 / 0.02 /

0089 /

,

non-piezo

e non-piezo

s, the electrouent phases, normalizinActive 1 matand the activere is a poin

n (b)

tric), passivflexoelectric

e and void p

12.48 / 6.24 / 12.48 / 0.02 / 0.0089

oelectric (i

oelectric Acomechanicawhile the n

g the caseterial Fig (5

ve phases a

nt where th

ve (elastic) city and is

phases

/ / / / /

e setting tive 1 and

l coupling normalized

es by the 5) belongs higher

he result is

Ngày đăng: 28/12/2017, 11:52