The document summarizes research on vibration energy harvesting under uncertainty. It discusses piezoelectric energy harvesting using cantilever beams and focuses on harvesting from single frequencies at resonance. It notes that most previous work assumes certain input but uncertainty exists in real environments. The document outlines sources of uncertainty in excitation and system parameters and presents linear and nonlinear models of piezoelectric energy harvesters. It transforms models into the frequency domain to analyze optimal harvester design under Gaussian excitation without an inductor.
This talk is about the analysis of nonlinear energy harvesters. A particular example of an inverted beam harvester proposed by our group has been discussed in details.
Multiscale methods for next generation graphene based nanocomposites is proposed. This approach combines atomistic finite element method and classical continuum finite element method.
Eh4 energy harvesting due to random excitations and optimal designUniversity of Glasgow
This lecture is about vibration energy harvesting when both the excitation and the system have uncertainties. Two cases, namely, when the excitation is a random process and when the system parameters are described by random variables are described. Optimal design for both cases is discussed.
Dynamic stiffness and eigenvalues of nonlocal nano beams - new methods for dynamic analysis of nano-scale structures. This lecture gives a review and proposed new techniques.
This talk is about the analysis of nonlinear energy harvesters. A particular example of an inverted beam harvester proposed by our group has been discussed in details.
Multiscale methods for next generation graphene based nanocomposites is proposed. This approach combines atomistic finite element method and classical continuum finite element method.
Eh4 energy harvesting due to random excitations and optimal designUniversity of Glasgow
This lecture is about vibration energy harvesting when both the excitation and the system have uncertainties. Two cases, namely, when the excitation is a random process and when the system parameters are described by random variables are described. Optimal design for both cases is discussed.
Dynamic stiffness and eigenvalues of nonlocal nano beams - new methods for dynamic analysis of nano-scale structures. This lecture gives a review and proposed new techniques.
Slides of my talk at IISc Bangalore on nanomechanics and finite element analysis for statics and dynamics of nanoscale structures such as carbon nanotube, graphene, ZnO nanotube and BN nano sheet.
UCSD NANO 266 Quantum Mechanical Modelling of Materials and Nanostructures is a graduate class that provides students with a highly practical introduction to the application of first principles quantum mechanical simulations to model, understand and predict the properties of materials and nano-structures. The syllabus includes: a brief introduction to quantum mechanics and the Hartree-Fock and density functional theory (DFT) formulations; practical simulation considerations such as convergence, selection of the appropriate functional and parameters; interpretation of the results from simulations, including the limits of accuracy of each method. Several lab sessions provide students with hands-on experience in the conduct of simulations. A key aspect of the course is in the use of programming to facilitate calculations and analysis.
SOLUTIONS OF THE SCHRÖDINGER EQUATION WITH INVERSELY QUADRATIC HELLMANN PLUS ...ijrap
The solutions of the Schrödinger equation with inversely quadratic Hellmann plus Mie-type potential for
any angular momentum quantum number have been presented using the Nikiforov-Uvarov method. The
bound state energy eigenvalues and the corresponding un-normalized eigenfunctions are obtained in terms
of the Laguerre polynomials. Several cases of the potential are also considered and their eigen values obtained.
Derivation of Schrodinger and Einstein Energy Equations from Maxwell's Electr...iosrjce
IOSR Journal of Applied Physics (IOSR-JAP) is a double blind peer reviewed International Journal that provides rapid publication (within a month) of articles in all areas of physics and its applications. The journal welcomes publications of high quality papers on theoretical developments and practical applications in applied physics. Original research papers, state-of-the-art reviews, and high quality technical notes are invited for publications.
Network-Growth Rule Dependence of Fractal Dimension of Percolation Cluster on...Shu Tanaka
Our paper entitled “Network-Growth Rule Dependence of Fractal Dimension of Percolation Cluster on Square Lattice" was published in Journal of the Physical Society of Japan. This work was done in collaboration with Dr. Ryo Tamura (NIMS).
http://journals.jps.jp/doi/abs/10.7566/JPSJ.82.053002
NIMSの田村亮さんとの共同研究論文 “Network-Growth Rule Dependence of Fractal Dimension of Percolation Cluster on Square Lattice" が Journal of the Physical Society of Japan に掲載されました。
http://journals.jps.jp/doi/abs/10.7566/JPSJ.82.053002
Finite element modelling of nonlocal dynamic systems, Modal analysis of nonlocal dynamical systems, Dynamics of damped nonlocal systems, Numerical illustrations
Toward an Improved Computational Strategy for Vibration-Proof Structures Equi...Alessandro Palmeri
This presentation has been delivered at the 15th World Conference on Earthquake Engineering in Lisbon (Portugal) on 28th September 2012, and shows some preliminary results on the dynamic analysis on non-linear viscoelastic structures.
Slides of my talk at IISc Bangalore on nanomechanics and finite element analysis for statics and dynamics of nanoscale structures such as carbon nanotube, graphene, ZnO nanotube and BN nano sheet.
UCSD NANO 266 Quantum Mechanical Modelling of Materials and Nanostructures is a graduate class that provides students with a highly practical introduction to the application of first principles quantum mechanical simulations to model, understand and predict the properties of materials and nano-structures. The syllabus includes: a brief introduction to quantum mechanics and the Hartree-Fock and density functional theory (DFT) formulations; practical simulation considerations such as convergence, selection of the appropriate functional and parameters; interpretation of the results from simulations, including the limits of accuracy of each method. Several lab sessions provide students with hands-on experience in the conduct of simulations. A key aspect of the course is in the use of programming to facilitate calculations and analysis.
SOLUTIONS OF THE SCHRÖDINGER EQUATION WITH INVERSELY QUADRATIC HELLMANN PLUS ...ijrap
The solutions of the Schrödinger equation with inversely quadratic Hellmann plus Mie-type potential for
any angular momentum quantum number have been presented using the Nikiforov-Uvarov method. The
bound state energy eigenvalues and the corresponding un-normalized eigenfunctions are obtained in terms
of the Laguerre polynomials. Several cases of the potential are also considered and their eigen values obtained.
Derivation of Schrodinger and Einstein Energy Equations from Maxwell's Electr...iosrjce
IOSR Journal of Applied Physics (IOSR-JAP) is a double blind peer reviewed International Journal that provides rapid publication (within a month) of articles in all areas of physics and its applications. The journal welcomes publications of high quality papers on theoretical developments and practical applications in applied physics. Original research papers, state-of-the-art reviews, and high quality technical notes are invited for publications.
Network-Growth Rule Dependence of Fractal Dimension of Percolation Cluster on...Shu Tanaka
Our paper entitled “Network-Growth Rule Dependence of Fractal Dimension of Percolation Cluster on Square Lattice" was published in Journal of the Physical Society of Japan. This work was done in collaboration with Dr. Ryo Tamura (NIMS).
http://journals.jps.jp/doi/abs/10.7566/JPSJ.82.053002
NIMSの田村亮さんとの共同研究論文 “Network-Growth Rule Dependence of Fractal Dimension of Percolation Cluster on Square Lattice" が Journal of the Physical Society of Japan に掲載されました。
http://journals.jps.jp/doi/abs/10.7566/JPSJ.82.053002
Finite element modelling of nonlocal dynamic systems, Modal analysis of nonlocal dynamical systems, Dynamics of damped nonlocal systems, Numerical illustrations
Toward an Improved Computational Strategy for Vibration-Proof Structures Equi...Alessandro Palmeri
This presentation has been delivered at the 15th World Conference on Earthquake Engineering in Lisbon (Portugal) on 28th September 2012, and shows some preliminary results on the dynamic analysis on non-linear viscoelastic structures.
Impact of climate change, land use change and residential mitigation measures...Global Risk Forum GRFDavos
Jennifer K. POUSSIN1,2, Philip J. WARD1,2, Philip BUBECK1,2,3, Jeroen C.J.H. AERTS1,2
1Institute for Environmental Studies (IVM), VU University Amsterdam, Amsterdam, The Netherlands; 2Amsterdam Global Change Institute (AGCI), VU University Amsterdam, Amsterdam, The Netherlands; 3German Research Centre for Geosciences (GFZ), Helmholtz Centre Potsdam, Section Hydrology, Germany
Using blurred images to assess damage in bridge structures?Alessandro Palmeri
Faster trains and augmented traffic have significantly increased the number and amplitude of loading cycles experienced on a daily basis by composite steel-concrete bridges. This higher demand accelerates the occurrence of damage in the shear connectors between the two materials, which in turn can severely affect performance and reliability of these structures. The aim of this talk is to present the preliminary results of theoretical and experimental investigations undertaken to assess the feasibility of using the envelope of deflections and rotations induced by moving loads as a practical and cost-effective alternative to traditional methods of health monitoring for composite bridges. Both analytical and numerical formulations for this dynamic problem are presented and the results of a parametric study are discussed. A novel photogrammetric approach is also introduced, which allows identifying vibration patterns in civil engineering structures by analysing blurred targets in long-exposure digital images. The initial experimental validation of this approach is presented and further challenges are highlighted.
Spectrum-Compliant Accelerograms through Harmonic Wavelet TransformAlessandro Palmeri
This presentation has been delivered at the 11th International Conference on Computational Structures Technology in Dubrovnik (Croatia) on 7th September 2012, and shows how the harmonic wavelet transform can be effectively used: first, to adjust a recorded accelerogram to match a given elastic design spectrum; second, to generate a number of fully non-stationary samples with the same probabilistic features.
Power Sources for the Internet-of-Things: Markets and Strategiesn-tech Research
NanoMarkets believes that the deployments of sensors and processors for the Internet-of-Things (IoT) are creating huge new opportunities for manufacturers of power source devices. Because of IoT, power devices such as thin-film and printed batteries, energy harvesting modules, small flexible photovoltaics panels and thermoelectric sources, which have enjoyed marginal revenues up to now, may begin generating hundreds of millions of dollars in annual revenues.
However, suppliers of IoT power sources, as well as the semiconductor industry more generally face significant uncertainties in the IoT space. Not only is future of the IoT itself unclear, but also how the IoT “power infrastructure” will shape up technologically is a great unknown.
The objective of this report is to identify where the money will be made and lost in the emergent IoT power source business. It begins with an assessment of the power requirements of the various devices that NanoMarkets believes will form the “things” in the IoT. These include sensor networks, MCUs/MPUs and tagging devices, for example. The report continues by considering how established technologies such as batteries will adapt to new IoT opportunities and whether emerging technologies such as energy harvesting and thermoelectric power sources will find their first big markets as the result of IoT.
The report explores the opportunities for all industry sectors that will be impacted by the development of new power sources for the IoT. In particular we examine how leading battery companies, chipmakers, OEMs and others are preparing for the business opportunities in the IoT power source space. The report also discusses the strategies of eight firms that NanoMarkets believes will shape the market for power sources for the IoT over the next decade.
We believe that this report will be essential reading for business development and marketing executives in the battery, energy harvesting, RFID, sensors, photovoltaics and semiconductor industries, as well as the investment community. In addition to providing a thorough analysis of the IoT power source markets, this report also provides detailed eight-year forecasts of power sources for the IoT in both volume and value terms and with break outs by power source types.
- See more at: http://nanomarkets.net/market_reports/report/power-sources-for-the-internet-of-things-markets-and-strategies
Response of dynamic systems to harmonic excitation is discussed. Single degree of freedom systems are considered. For general damped multi degree of freedom systems, see my book Structural Dynamic Analysis with Generalized Damping Models: Analysis (e.g., in Amazon http://buff.ly/NqwHEE)
UCSD NANO 266 Quantum Mechanical Modelling of Materials and Nanostructures is a graduate class that provides students with a highly practical introduction to the application of first principles quantum mechanical simulations to model, understand and predict the properties of materials and nano-structures. The syllabus includes: a brief introduction to quantum mechanics and the Hartree-Fock and density functional theory (DFT) formulations; practical simulation considerations such as convergence, selection of the appropriate functional and parameters; interpretation of the results from simulations, including the limits of accuracy of each method. Several lab sessions provide students with hands-on experience in the conduct of simulations. A key aspect of the course is in the use of programming to facilitate calculations and analysis.
Effect of Phasor Measurement Unit (PMU) on the Network Estimated VariablesIDES Editor
The classical method of power measurement of a
system are iterative and bulky in nature. The new technique
of measurement for bus voltage, bus current and power flow is
a Phasor Measurement Unit. The classical technique and PMUs
are combined with full weighted least square state estimator
method of measurement will improves the accuracy of the
measurement. In this paper, the method of combining Full
weighted least square state estimation method and classical
method incorporation with PMU for measurement of power
will be investigated. Some cases are tested in view of accuracy
and reliability by introducing of PMUs and their effect on
variables like power flows are illustrated. The comparison of
power obtained on each bus of IEEE 9 and IEEE 14 bus system
will be discussed.
Chemical dynamics and rare events in soft matter physicsBoris Fackovec
Talk for the Trinity Math Society Symposium. First summarises the approximations leading from Dirac equation to molecular description and then the synthesis towards non-equilibrium statistical mechanics. The relaxation approach to projection of a molecular system to a Markov jump process is discussed.
I am Alex N. I am a Physical Chemistry Exam Helper at liveexamhelper.com. I hold a Masters' Degree in Physical Chemistry, from Leeds Trinity University. I have been helping students with their exams for the past 10 years. You can hire me to take your exam in Physical Chemistry.
Visit liveexamhelper.com or email info@liveexamhelper.com. You can also call on +1 678 648 4277 for any assistance with the Physical Chemistry exam.
From the Egyptian, Roman to the Victorian era, important engineering structures were built "solid" for strength and durability. Although many such structures have passed the test of time and therefore validate the underlying design philosophy, they may not always represent the most efficient way of utilising materials. Due to the unprecedented pressure on sustainability and global focus on net-zero, using less material for future engineering structures is mandatory. The rise of 3D printing technology provides a timely solution towards creating "hollow" or "porous" structural members, which have the potential to utilise lesser materials compared to their equivalent solid counterparts. However, the mechanical behaviour of such hollow structures must be understood well and subsequently. They need to be designed carefully to withstand static and dynamic loads to be experienced during their lifetime. This talk will outline some recent results from my group towards understanding the mechanics of lattice structures. New results on equivalent elastic properties, buckling and wave propagation will be discussed.
Homogeneous dynamic characteristics of damped 2 d elastic latticesUniversity of Glasgow
Lattice materials are characterised by their equivalent elastic moduli for analysing mechanical properties of the microstructures. The values of the elastic moduli under static forcing condition are primarily dependent on the geometric properties of the constituent unit cell and the mechanical properties of the intrinsic material. Under a static forcing condition, the equivalent elastic moduli (such as Young's modulus) are always positive. Poisson’s ratio can be positive or negative, depending only on the geometry of the lattice (e.g., re-entrant lattices have negative Poisson’s ratio). When dynamic forcing is considered, the equivalent elastic moduli become functions of the applied frequency and can become negative at certain frequency values. This paper, for the first time, explicitly demonstrates the occurrence of negative equivalent Young's modulus in lattice materials. In addition, we show the reversal of Poisson’s ratio. Above certain frequency values, a regular lattice can have negative Poisson’s ratio, while a re-entrant lattice can have a positive Poisson’s ratio. Using a titanium-alloy hexagonal lattice metastructure, it is shown that the real part of experimentally measured in-plane Young's modulus becomes negative under a dynamic environment as well as the reversal of the real part of the Poisson’s ratio. In fact, we show that the onset of negative Young's modulus and Poisson’s ratio reversal in lattice materials can be precisely determined by capturing the sub-wavelength scale dynamics of the system. Experimental confirmation of the negative Young's moduli and Poisson’s ratio reversal together with the onset of the same as a function of frequency provide the necessary physical insights and confidence for its potential exploitation in various multi-functional structural systems and devices across different length scales.
Special Plenary Lecture at the International Conference on VIBRATION ENGINEERING AND TECHNOLOGY OF MACHINERY (VETOMAC), Lisbon, Portugal, September 10 - 13, 2018
http://www.conf.pt/index.php/v-speakers
Propagation of uncertainties in complex engineering dynamical systems is receiving increasing attention. When uncertainties are taken into account, the equations of motion of discretised dynamical systems can be expressed by coupled ordinary differential equations with stochastic coefficients. The computational cost for the solution of such a system mainly depends on the number of degrees of freedom and number of random variables. Among various numerical methods developed for such systems, the polynomial chaos based Galerkin projection approach shows significant promise because it is more accurate compared to the classical perturbation based methods and computationally more efficient compared to the Monte Carlo simulation based methods. However, the computational cost increases significantly with the number of random variables and the results tend to become less accurate for a longer length of time. In this talk novel approaches will be discussed to address these issues. Reduced-order Galerkin projection schemes in the frequency domain will be discussed to address the problem of a large number of random variables. Practical examples will be given to illustrate the application of the proposed Galerkin projection techniques.
Dynamic Homogenisation of randomly irregular viscoelastic metamaterialsUniversity of Glasgow
An analytical framework is developed for investigating the effect of viscoelasticity on irregular hexagonal lattices. At room temperature, many polymers are found to be near their glass temperature. Elastic moduli of honeycombs made of such materials are not constant, but changes in the time or frequency domain. Thus consideration of viscoelastic properties is essential for such honeycombs. Irregularity in lattice structures being inevitable from a practical point of view, analysis of the compound effect considering both irregularity and viscoelasticity is crucial for such structural forms. On the basis of a mechanics-based bottom-up approach, computationally efficient closed-form formulae are derived in the frequency domain. The spatially correlated structural and material attributes are obtained based on Karhunen-Lo\`{e}ve expansion, which is integrated with the developed analytical approach to quantify the viscoelastic effect for irregular lattices. Consideration of such spatially correlated behaviour can simulate the practical stochastic system more closely. Two Young's moduli and shear modulus are found to be dependent on the viscoelastic parameters, while the two in-plane Poisson's ratios are found to be independent of viscoelastic parameters. Results are presented in both deterministic and stochastic regime, wherein it is observed that the elastic moduli are significantly amplified in the frequency domain. The response bounds are quantified considering two different forms of irregularity, randomly inhomogeneous irregularity and randomly homogeneous irregularity. The computationally efficient analytical approach presented in this study can be quite attractive for practical purposes to analyse and design lattices with predominantly viscoelastic behaviour along with consideration of structural and material irregularity.
Transient response of delaminated composite shell subjected to low velocity o...University of Glasgow
Transient dynamic response of delaminated composite shell subjected to low velocity oblique impact - a finite element method is proposed and new results are discussed
1. Energy Harvesting Under Uncertainty
S Adhikari1
1 College of Engineering, Swansea University, Singleton Park, Swansea SA2 8PP, UK
IIT Madras, India
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 1 / 43
2. Swansea University
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 2 / 43
3. Swansea University
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 3 / 43
4. Collaborations
Professor Mike Friswell and Dr Alexander Potrykus (Swansea
University, UK).
Professor Dan Inman (University of Michigan, USA)
Professor Grzegorz Litak (University of Lublin, Poland).
Professor Eric Jacquelin (University of Lyon, France)
Professor S Narayanan and Dr S F Ali (IIT Madras, India).
Funding: Royal Society International Joint Project - 2010/R2: Energy
Harvesting from Randomly Excited Nonlinear Oscillators (2 years from
June 2011) - Swansea & IIT Madras (Prof Narayanan).
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 4 / 43
5. Outline
1 Introduction
Piezoelectric vibration energy harvesting
The role of uncertainty
2 Single Degree of Freedom Electromechanical Models
Linear Systems
Nonlinear System
3 Optimal Energy Harvester Under Gaussian Excitation
Circuit without an inductor
4 Stochastic System Parameters
5 Equivalent Linearisation Approach
6 Conclusions
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 5 / 43
6. Introduction Piezoelectric vibration energy harvesting
Piezoelectric vibration energy harvesting
The harvesting of ambient vibration energy for use in powering
low energy electronic devices has formed the focus of much
recent research.
Of the published results that focus on the piezoelectric effect as
the transduction method, almost all have focused on harvesting
using cantilever beams and on single frequency ambient energy,
i.e., resonance based energy harvesting. Several authors have
proposed methods to optimize the parameters of the system to
maximize the harvested energy.
Some authors have considered energy harvesting under wide
band excitation.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 6 / 43
7. Introduction The role of uncertainty
Why uncertainty is important for energy harvesting?
In the context of energy harvesting of ambient vibration, the input
excitation may not be always known exactly.
There may be uncertainties associated with the numerical values
considered for various parameters of the harvester. This might
arise, for example, due to the difference between the true values
and the assumed values.
If there are several nominally identical energy harvesters to be
manufactured, there may be genuine parametric variability within
the ensemble.
Any deviations from the assumed excitation may result an
optimally designed harvester to become sub-optimal.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 7 / 43
8. Introduction The role of uncertainty
Types of uncertainty
Suppose the set of coupled equations for energy harvesting:
L{u(t)} = f(t) (1)
Uncertainty in the input excitations
For this case in general f(t) is a random function of time. Such
functions are called random processes.
f(t) can be stationary or non-stationary random processes
Uncertainty in the system
The operator L{•} is in general a function of parameters
θ1 , θ2 , · · · , θn ∈ R.
The uncertainty in the system can be characterised by the joint
probability density function pΘ1 ,Θ2 ,··· ,Θn (θ1 , θ2 , · · · , θn ).
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 8 / 43
9. Single Degree of Freedom Electromechanical Models Linear Systems
SDOF electromechanical models
Proof Mass
Proof Mass
- -
x x
Piezo- Piezo-
Rl v v
ceramic L Rl ceramic
+ +
Base Base
xb xb
Schematic diagrams of piezoelectric energy harvesters with two
different harvesting circuits. (a) Harvesting circuit without an inductor,
(b) Harvesting circuit with an inductor.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 9 / 43
10. Single Degree of Freedom Electromechanical Models Linear Systems
Governing equations
For the harvesting circuit without an inductor, the coupled
electromechanical behavior can be expressed by the linear ordinary
differential equations
¨ ˙
mx (t) + c x(t) + kx(t) − θv (t) = f (t) (2)
1
˙ ˙
θx(t) + Cp v (t) + v (t) = 0 (3)
Rl
For the harvesting circuit with an inductor, the electrical equation
becomes
1 1
¨ ¨ ˙
θx (t) + Cp v (t) + v (t) + v (t) = 0 (4)
Rl L
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 10 / 43
11. Single Degree of Freedom Electromechanical Models Nonlinear System
Simplified piezomagnetoelastic model
Schematic of the
piezomagnetoelastic device. The beam system is also referred to as
the ‘Moon Beam’.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 11 / 43
12. Single Degree of Freedom Electromechanical Models Nonlinear System
Governing equations
The nondimensional equations of motion for this system are
1
x + 2ζ x − x(1 − x 2 ) − χv = f (t),
¨ ˙ (5)
2
˙ ˙
v + λv + κx = 0, (6)
where x is the dimensionless transverse displacement of the beam tip,
v is the dimensionless voltage across the load resistor, χ is the
dimensionless piezoelectric coupling term in the mechanical equation,
κ is the dimensionless piezoelectric coupling term in the electrical
equation, λ ∝ 1/Rl Cp is the reciprocal of the dimensionless time
constant of the electrical circuit, Rl is the load resistance, and Cp is the
capacitance of the piezoelectric material. The force f (t) is proportional
to the base acceleration on the device. If we consider the inductor,
¨ ˙
then the second equation will be v + λv + βv + κx = 0. ¨
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 12 / 43
13. Single Degree of Freedom Electromechanical Models Nonlinear System
Possible physically realistic cases
Depending on the system and the excitation, several cases are
possible:
Linear system excited by harmonic excitation
Linear system excited by stochastic excitation
Linear stochastic system excited by harmonic/stochastic excitation
Nonlinear system excited by harmonic excitation
Nonlinear system excited by stochastic excitation
Nonlinear stochastic system excited by harmonic/stochastic
excitation
This talk is focused on application of random vibration theory to
various energy harvesting problems
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 13 / 43
14. Optimal Energy Harvester Under Gaussian Excitation Circuit without an inductor
Circuit without an inductor
Our equations:
¨ ˙ ¨
mx (t) + c x(t) + kx(t) − θv (t) = −mxb (t) (7)
1
˙ ˙
θx(t) + Cp v (t) + v (t) = 0 (8)
Rl
Transforming both the equations into the frequency domain and
dividing the first equation by m and the second equation by Cp we
obtain
θ
−ω 2 + 2iωζωn + ωn X (ω) −
2
V (ω) = ω 2 Xb (ω) (9)
m
θ 1
iω X (ω) + iω + V (ω) = 0 (10)
Cp Cp Rl
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 14 / 43
15. Optimal Energy Harvester Under Gaussian Excitation Circuit without an inductor
Circuit without an inductor
The natural frequency of the harvester, ωn , and the damping factor, ζ,
are defined as
k c
ωn = and ζ = . (11)
m 2mωn
Dividing the preceding equations by ωn and writing in matrix form one
has
θ
1 − Ω2 + 2iΩζ −k X Ω2 Xb
αθ = , (12)
iΩ Cp (iΩα + 1) V 0
where the dimensionless frequency and dimensionless time constant
are defined as
ω
Ω= and α = ωn Cp Rl . (13)
ωn
α is the time constant of the first order electrical system,
non-dimensionalized using the natural frequency of the mechanical
system.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 15 / 43
16. Optimal Energy Harvester Under Gaussian Excitation Circuit without an inductor
Circuit without an inductor
Inverting the coefficient matrix, the displacement and voltage in the
frequency domain can be obtained as
θ
X 1 (iΩα+1) k Ω2 Xb (iΩα+1)Ω2 Xb /∆1
V = −iΩ αθ (1−Ω2 )+2iΩζ 0
= −iΩ3 αθ Xb /∆1 , (14)
∆1 Cp C p
where the determinant of the coefficient matrix is
∆1 (iΩ) = (iΩ)3 α + (2 ζ α + 1) (iΩ)2 + α + κ2 α + 2 ζ (iΩ) + 1 (15)
and the non-dimensional electromechanical coupling coefficient is
θ2
κ2 = . (16)
kCp
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 16 / 43
17. Optimal Energy Harvester Under Gaussian Excitation Circuit without an inductor
Circuit without an inductor
Mean power
The average harvested power due to the white-noise base
acceleration with a circuit without an inductor can be obtained as
|V |2
E P =E
(Rl ω 4 Φxb xb )
π m α κ2
= .
(2 ζ α2 + α) κ2 + 4 ζ 2 α + (2 α2 + 2) ζ
From Equation (14) we obtain the voltage in the frequency domain
as
αθ
−iΩ3 Cp
V = Xb . (17)
∆1 (iΩ)
We are interested in the mean of the normalized harvested power
when the base acceleration is Gaussian white noise, that is
|V |2 /(Rl ω 4 Φxb xb ).
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 17 / 43
18. Optimal Energy Harvester Under Gaussian Excitation Circuit without an inductor
Circuit without an inductor
The spectral density of the acceleration ω 4 Φxb xb and is assumed to be
constant. After some algebra, from Equation (17), the normalized
power is
|V |2 kακ2 Ω2
P= = . (18)
(Rl ω 4 Φxb xb ) ωn ∆1 (iΩ)∆∗ (iΩ)
3
1
Using linear stationary random vibration theory, the average
normalized power can be obtained as
∞
|V |2 kακ2 Ω2
E P =E = dω (19)
(Rl ω 4 Φxb xb ) 3
ωn −∞ ∆1 (iΩ)∆∗ (iΩ)
1
From Equation (15) observe that ∆1 (iΩ) is a third order polynomial in
(iΩ). Noting that dω = ωn dΩ and from Equation (15), the average
harvested power can be obtained from Equation (19) as
|V |2
E P =E = mακ2 I (1) (20)
(Rl ω 4 Φxb xb )
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 18 / 43
19. Optimal Energy Harvester Under Gaussian Excitation Circuit without an inductor
Circuit without an inductor
∞
Ω2
I (1) = dΩ. (21)
−∞ ∆1 (iΩ)∆∗ (iΩ)
1
After some algebra, this integral can be evaluated as
0 1 0
det −α
α + κ2 α + 2 ζ
0
π 0 −2 ζ α − 1 1
I (1) = (22)
α 2ζ α + 1 −1 0
det
−α α + κ2 α + 2 ζ 0
0 −2 ζ α − 1 1
Combining this with Equation (20) we obtain the average harvested
power due to white-noise base acceleration.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 19 / 43
20. Optimal Energy Harvester Under Gaussian Excitation Circuit without an inductor
Normalised mean power: numerical illustration
α2 1 + κ2 = 1 or in terms of physical quantities
Rl2 Cp kCp + θ2 = m.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 20 / 43
21. Optimal Energy Harvester Under Gaussian Excitation Circuit without an inductor
Circuit with an inductor
The electrical equation becomes
1 1
¨ ¨
θx (t) + Cp v (t) + ˙
v (t) + v (t) = 0 (23)
Rl L
where L is the inductance of the circuit. Transforming equation (23)
2
into the frequency domain and dividing by Cp ωn one has
θ 1 1
− Ω2 X + −Ω2 + iΩ + V =0 (24)
Cp α β
where the second dimensionless constant is defined as
2
β = ωn LCp , (25)
Two equations can be written in a matrix form as
(1−Ω2 )+2iΩζ −θ
k X = Ω2 Xb . (26)
−Ω2 αβθ
Cp
α(1−βΩ2 )+iΩβ V 0
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 21 / 43
22. Optimal Energy Harvester Under Gaussian Excitation Circuit without an inductor
Circuit with an inductor
Inverting the coefficient matrix, the displacement and voltage in the
frequency domain can be obtained as
θ
1 α(1−βΩ2 )+iΩβ
X = k Ω2 Xb
V ∆2 Ω2 αβθ
Cp (1−Ω2 )+2iΩζ 0
(α(1−βΩ2 )+iΩβ )Ω2 Xb /∆2
= Ω4 αβθ Xb /∆2
(27)
C p
where the determinant of the coefficient matrix is
∆2 (iΩ) = (iΩ)4 β α + (2 ζ β α + β) (iΩ)3
+ β α + α + 2 ζ β + κ2 β α (iΩ)2 + (β + 2 ζ α) (iΩ) + α. (28)
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 22 / 43
23. Optimal Energy Harvester Under Gaussian Excitation Circuit without an inductor
Circuit with an inductor
Mean power
The average harvested power due to the white-noise base
acceleration with a circuit with an inductor can be obtained as
mαβκ2 π(β+2αζ)
E P = .
β(β+2αζ)(1+2αζ)(ακ2 +2ζ )+2α2 ζ(β−1)2
This can be obtained in a very similar to the previous case.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 23 / 43
24. Optimal Energy Harvester Under Gaussian Excitation Circuit without an inductor
Normalised mean power: numerical illustration
Normalized mean power
1.5
1
0.5
0
4
3 4
2 3
2
α 1 1
0 0 β
The normalized mean power of a harvester with an inductor as a
function of α and β, with ζ = 0.1 and κ = 0.6.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 24 / 43
25. Optimal Energy Harvester Under Gaussian Excitation Circuit without an inductor
Optimal parameter selection
1.5
Normalized mean power
1
0.5
0
0 1 2 3 4
β
The normalized mean power of a harvester with an inductor as a
function of β for α = 0.6, ζ = 0.1 and κ = 0.6. The * corresponds to
the optimal value of β(= 1) for the maximum mean harvested power.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 25 / 43
26. Optimal Energy Harvester Under Gaussian Excitation Circuit without an inductor
Optimal parameter selection
Normalized mean power
1.5
1
0.5
0
0 1 2 3 4
α
The normalized mean power of a harvester with an inductor as a
function of α for β = 1, ζ = 0.1 and κ = 0.6. The * corresponds to the
optimal value of α(= 1.667) for the maximum mean harvested power.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 26 / 43
27. Stochastic System Parameters
Stochastic system parameters
Energy harvesting devices are expected to be produced in bulk
quantities
It is expected to have some parametric variability across the
‘samples’
How can we take this into account and optimally design the
parameters?
The natural frequency of the harvester, ωn , and the damping factor, ζn ,
are assumed to be random in nature and are defined as
ωn = ωn Ψω
¯ (29)
¯
ζ = ζΨζ (30)
where Ψω and Ψζ are the random parts of the natural frequency and
¯
damping coefficient. ωn and ζ are the mean values of the natural
¯
frequency and damping coefficient.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 27 / 43
28. Stochastic System Parameters
Mean harvested power: Harmonic excitation
The average (mean) normalized power can be obtained as
|V |2
E [P] = E 2
(Rl ω 4 Xb )
¯
k ακ2 Ω2 ∞ ∞ fΨω (x1 )fΨζ (x2 )
= dx1 dx2 (31)
¯3
ωn −∞ −∞ ∆1 (iΩ, x1 , x2 )∆∗ (iΩ, x1 , x2 )
1
where
∆1 (iΩ, Ψω , Ψζ ) = (iΩ)3 α + 2ζαΨω Ψζ + 1 (iΩ)2 +
¯
ω
¯
αΨ2 + κ2 α + 2ζΨω Ψζ (iΩ) + Ψ2 (32)
ω
The probability density functions (pdf) of Ψω and Ψζ are denoted by
fΨω (x) and fΨζ (x) respectively.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 28 / 43
29. Stochastic System Parameters
The mean power
−4
10
−5
10
E[P] (Watt)
−6
10
σ=0.00
σ=0.05
σ=0.10
σ=0.15
σ=0.20
−7
10
0.2 0.4 0.6 0.8 1 1.2 1.4
Normalized Frequency (Ω)
The mean power for various values of standard deviation in natural
frequency with ωn = 670.5 rad/s, Ψζ = 1, α = 0.8649, κ2 = 0.1185.
¯
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 29 / 43
30. Stochastic System Parameters
The mean power
100
90
80
Max( E[P]) / Max(Pdet) (%)
70
60
50
40
30
20
0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 0.2
Standard Deviation (σ)
The mean harvested power for various values of standard deviation of
the natural frequency, normalised by the deterministic power
(¯ n = 670.5 rad/s, Ψζ = 1, α = 0.8649, κ2 = 0.1185).
ω
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 30 / 43
31. Stochastic System Parameters
Optimal parameter selection
The optimal value of α:
2 (c1 + c2 σ 2 + 3c3 σ 4 )
αopt ≈ (33)
(c4 + c5 σ 2 + 3c6 σ 4 )
where
¯ ¯
c1 =1 + 4ζ 2 − 2 Ω2 + Ω4 , c2 = 6 + 4ζ 2 − 2 Ω2 , c3 = 1, (34)
¯
c4 = 1 + 2κ2 + κ4 Ω2 + 4ζ 2 − 2 − 2κ2 Ω4 + Ω6 , (35)
¯
c5 = 2κ2 + 6 Ω2 + 4ζ 2 − 2 Ω4 , c6 = Ω2 , (36)
and σ is the standard deviation in natural frequency.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 31 / 43
33. Equivalent Linearisation Approach
Nonlinear coupled equations
¨ ˙
x + 2ζ x + g(x) − χv = f (t) (41)
˙ ˙
v + λv + κx = 0, (42)
The nonlinear stiffness is represented as g(x) = − 1 (x − x 3 ).
2
Assuming a non-zero mean random excitation (i.e., f (t) = f0 (t) + mf )
and a non-zero mean system response (i.e., x(t) = x0 (t) + mx ), the
following equivalent linear system is considered,
x0 + 2ζ x˙0 + a0 x0 + b0 − χv = f0 (t) + mf
¨ (43)
where f0 (t) and x0 (t) are zero mean random processes. mf and mx are
the mean of the original processes f (t) and x(t) respectively. a0 and
b0 are the constants to be determined with b0 = mf and a0 represents
2
the square of the natural frequency of the linearized system ωeq .
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 33 / 43
34. Equivalent Linearisation Approach
Linearised equations
We minimise the expectation of the error norm i.e.,
(E 2 , with = g(x) − a0 x0 − b0 ). To determine the constants a0 and
b0 in terms of the statistics of the response x, we take partial
derivatives of the error norm w.r.t. a0 and b0 and equate them to zero
individually.
∂ 2 2
E =E [g(x)x0 ] − a0 E x0 − b0 E [x0 ] (44)
∂a0
∂ 2
E =E [g(x)] − a0 E [x0 ] − b0 (45)
∂b0
Equating (44) and (45) to zero, we get,
E [g(x)x0 ] E [g(x)x0 ]
a0 = 2
= 2
(46)
E x0 σx
b0 = E [g(x)] = mf (47)
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 34 / 43
35. Equivalent Linearisation Approach
Responses of the piezomagnetoelastic oscillator
30 (a) λ = 0.05 6 (b) λ = 0.05
λ = 0.01 λ = 0.01
σx /σf
f
20
σ /σ
4
v
10
0 2
0 0.05 0.1 0 0.05 0.1
σ σ
f f
(c)
0.2
λ = 0.05
2
σv
0.1 λ = 0.01
0
0 0.05 0.1
σf
Simulated responses of the piezomagnetoelastic oscillator in terms of the
standard deviations of displacement and voltage (σx and σv ) as the standard deviation of the random excitation σf varies. (a)
gives the ratio of the displacement and excitation; (b) gives the ratio of the voltage and excitation; and (c) shows the variance of
the voltage, which is proportional to the mean power.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 35 / 43
36. Equivalent Linearisation Approach
Phase portraits
1 (a) 1 (b)
dx/dt
dx/dt
0 0
−1 −1
−2 −1 0 x 1 2 −2 −1 0 x 1 2
1 (c)
dx/dt
0
−1
−2 −1 0 x 1 2
Phase portraits for λ = 0.05, and the stochastic force for (a) σf = 0.025,
(b) σf = 0.045, (c) σf = 0.065. Note that the increasing noise level overcomes the potential barrier resulting in a significant
increase in the displacement x.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 36 / 43
37. Equivalent Linearisation Approach
Voltage output
2.5
2 1
1.5
1 0.5
0.5
Voltage
dxdt
0 0
−0.5
−1 −0.5
−1.5
−2 −1
−2.5
0 1000 2000 3000 4000 5000 −2 −1 0 1 2
Time x
Voltage output due to Gaussian white noise (ζ = 0.01, χ = 0.05, and
κ = 0.5 and λ = 0.01.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 37 / 43
38. Equivalent Linearisation Approach
Voltage output
2.5
2 1
1.5
1 0.5
0.5
Voltage
dxdt
0 0
−0.5
−1 −0.5
−1.5
−2 −1
−2.5
0 1000 2000 3000 4000 5000 −2 −1 0 1 2
Time x
´
Voltage output due to Levy noise (ζ = 0.01, χ = 0.05, and κ = 0.5 and
λ = 0.01.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 38 / 43
39. Equivalent Linearisation Approach
Inverted beam harvester
150
L 100
Top velocity (mm/s)
50
ρA 0
y −50
−100
x
−150
−80 −60 −40 −20 0 20 40 60 80
Top displacement (mm)
(a) Schematic diagram of inverted beam harvester, (b) a typical phase
portrait of the tip mass.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 39 / 43
40. Equivalent Linearisation Approach
Energy harvesting from bridge vibration
15
10
Energy (µJ)
u = 10 m/s
u = 15 m/s
u = 20 m/s
5 u = 25 m/s
P u
y(x,t)
0
0 0.5 1 1.5 2
x
L α
(a) Schematic diagram of a beam with a moving point load, (b) The
variation in the energy generated by the harvester located at L/3 with
α for a single vehicle traveling at different speeds, u
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 40 / 43
41. Equivalent Linearisation Approach
Energy harvesting DVA
0
0
.0
F0 ei"t
8
0
6
0,s
/X2
4
max
h !
P
h 2
p
.h l
0
2
h
1.5
1
!"#$%#&#'()"'*#&#+#,(- 1
α Ω
0 0.5
/,#)01*23)4#-(",0*51,3+"'*4"6)3("%,*36-%)6#)
(a) Schematic diagram of energy harvesting dynamic vibration
absorber attached to a single degree of freedom vibrating system,
(b)Harvested power in mW /m2 for nondimensional coupling coefficient
κ2 = 0.3
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 41 / 43
42. Conclusions
Summary of the results
Vibration energy based piezoelectric and magnetopiezoelectric
energy harvesters are expected to operate under a wide range of
ambient environments. This talk considers energy harvesting of
such systems under harmonic and random excitations.
Optimal design parameters were obtained using the theory of
linear random vibration
Nonlinearity of the system can be exploited to scavenge more
energy over wider operating conditions
Uncertainty in the system parameters can have dramatic affect on
energy harvesting. This should be taken into account for optimal
design
Stochastic jump process models can be used for the calculation of
harvested power
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 42 / 43
43. Conclusions
Further details
1 Ali, S. F., Friswell, M. I. and Adhikari, S., ”Analysis of energy harvesters for highway bridges”, Journal of Intelligent
Material Systems and Structures, 22[16] (2011), pp. 1929-1938.
2 Jacquelin, E., Adhikari, S. and Friswell, M. I., ”Piezoelectric device for impact energy harvesting”, Smart Materials and
Structures, 20[10] (2011), pp. 105008:1-12.
3 Litak, G., Borowiec, B., Friswell, M. I. and Adhikari, S., ”Energy harvesting in a magnetopiezoelastic system driven by
random excitations with uniform and Gaussian distributions”, Journal of Theoretical and Applied Mechanics, 49[3] (2011),
pp. 757-764..
4 Ali, S. F., Adhikari, S., Friswell, M. I. and Narayanan, S., ”The analysis of piezomagnetoelastic energy harvesters under
broadband random excitations”, Journal of Applied Physics, 109[7] (2011), pp. 074904:1-8
5 Ali, S. F., Friswell, M. I. and Adhikari, S., ”Piezoelectric energy harvesting with parametric uncertainty”, Smart Materials
and Structures, 19[10] (2010), pp. 105010:1-9.
6 Friswell, M. I. and Adhikari, S., ”Sensor shape design for piezoelectric cantilever beams to harvest vibration energy”,
Journal of Applied Physics, 108[1] (2010), pp. 014901:1-6.
7 Litak, G., Friswell, M. I. and Adhikari, S., ”Magnetopiezoelastic energy harvesting driven by random excitations”, Applied
Physics Letters, 96[5] (2010), pp. 214103:1-3.
8 Adhikari, S., Friswell, M. I. and Inman, D. J., ”Piezoelectric energy harvesting from broadband random vibrations”, Smart
Materials and Structures, 18[11] (2009), pp. 115005:1-7.
Under Review
9 Ali, S. F. and Adhikari, S., ”Energy harvesting dynamic vibration absorbers”.
10 Friswell, M. I., Ali, S. F., Adhikari, S., Lees, A.W. , Bilgen, O. and Litak, G., ”Nonlinear piezoelectric vibration energy
harvesting from an inverted cantilever beam with tip mass”.
Adhikari (Swansea) Vibration Energy Harvesting Under Uncertainty January 2012 43 / 43