The document summarizes a presentation on soft dielectric elastomer actuators capable of complex 3D deformation. It discusses the motivation to develop flexible soft actuators inspired by nature. The presentation covers actuator design and fabrication using dielectric elastomers sandwiched between compliant electrodes. Analytical models and finite element analysis are used to characterize actuator performance and deformation mechanisms. Surface effects and localized deformation around stiffeners are analyzed, and their impact on actuation is revealed.
Theoretical and Software Based Comparison of Cantilever Beam: MODAL ANALYSISAM Publications
Modal analysis is a process of describing a structure in terms of its natural characteristics which are the
natural frequency and mode shape it's a dynamic property [1]. The change of modal characteristic directly provides force
excitation of structure condition based on change in frequency and mode shape of vibration. This paper presents results
of a theoretical modal analysis of beam made with different materials such as aluminium and mild steel. The beams
were excited assign impact hammer excitation frequency response functions (FRFS) were obtained using lab
view.(Signal Express). The FRFS were processed using signal express to identify the natural frequency and mode safe
of aluminium and mild steel beam.
This is my Lab Report of Tensile Test when I was conducting engineering material lab in Sampoerna University. Feel free to download for a reference.
I know it is not a good report, but I hope this share might help you to find something you need.
Thank you.
1018 Steel and PLA Tensile Test and Hardness ReportTobyBarrons
Details findings from 1018 Steel and PLA tensile and hardness testing. Provides detailed theory and experimental procedure. Skip to results for findings.
Theoretical and Software Based Comparison of Cantilever Beam: MODAL ANALYSISAM Publications
Modal analysis is a process of describing a structure in terms of its natural characteristics which are the
natural frequency and mode shape it's a dynamic property [1]. The change of modal characteristic directly provides force
excitation of structure condition based on change in frequency and mode shape of vibration. This paper presents results
of a theoretical modal analysis of beam made with different materials such as aluminium and mild steel. The beams
were excited assign impact hammer excitation frequency response functions (FRFS) were obtained using lab
view.(Signal Express). The FRFS were processed using signal express to identify the natural frequency and mode safe
of aluminium and mild steel beam.
This is my Lab Report of Tensile Test when I was conducting engineering material lab in Sampoerna University. Feel free to download for a reference.
I know it is not a good report, but I hope this share might help you to find something you need.
Thank you.
1018 Steel and PLA Tensile Test and Hardness ReportTobyBarrons
Details findings from 1018 Steel and PLA tensile and hardness testing. Provides detailed theory and experimental procedure. Skip to results for findings.
Finite Element Analysis of Pedal Power Hub dynamomsejjournal
The Hub Dynamos are built for electricity generation form the bicycle motion and they are in light weight
and have low frictional resistance. However they are still subjected to normal bicycle loading such as
bicycle frame, rider weight, acceleration, braking and cornering forces. The challenge is to develop a
lightweight hub housing and hub axle that can safely withstand the required loads. The present paper deals
with designing a Hub dynamo assembly using Solid Works Office Premium software. The assembly
comprises of the Hub shell, hub axle, internal gear assembly, armature, and fasters. Static structural
analysis was done using SW simulation software. The plots for equivalent von-misesstress plot, total
deformation plot were obtained and the design was continuously optimized till a safe design was
obtained.Maximum distortion energy theory was used for the analysis. The material assignment is as
follows: hub assembly- Aluminum Alloys 356.0 T-6, hub axle- ASTM A36 Steel and Gear Assembly
Bracket- Alloy Steel (SS).
Impact of Misalignments on Root Stresses of Hypoid Gear Setsijceronline
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity.
Research Inventy : International Journal of Engineering and Science is published by the group of young academic and industrial researchers with 12 Issues per year. It is an online as well as print version open access journal that provides rapid publication (monthly) of articles in all areas of the subject such as: civil, mechanical, chemical, electronic and computer engineering as well as production and information technology. The Journal welcomes the submission of manuscripts that meet the general criteria of significance and scientific excellence. Papers will be published by rapid process within 20 days after acceptance and peer review process takes only 7 days. All articles published in Research Inventy will be peer-reviewed.
Comparison of stress between winkler bach theory and ansys finite element met...eSAT Journals
Abstract Crane Hooks are highly liable components and are always subjected to failure due to the amount of stresses concentration which can eventually lead to its failure. To study the stress pattern of crane hook in its loaded condition, a solid model of crane hook is prepared with the help of CATIA (Computer Aided Three Dimensional Interactive Application) software. Pattern of stress distribution in 3D model of crane hook is obtained using ANSYS software. The stress distribution pattern is verified for its correctness on model of crane hook using Winkler-Bach theory for curved beams. The complete study is an initiative to establish an ANSYS based Finite Element procedure, by validating the results, for the measurement of stress with Winkler-Bach theory for curved beams. Keywords: Crane Hook, CATIA, ANSYS, Curved Beam, Stress, Winkler-Bach Theory
SENSITIVITY ANALYSIS ABOUT INFLUENCE OF OUT-OF-PLANE DEFLECTIVE DEFORMATION ...IAEME Publication
In this study, it is aimed at verifying the relationship between amount of the initial deflective deformation of simply supported steel plates and ultimate compressive strength of them through elasto-plastic finite deformation analysis. When initial deflection has been controlled smaller unitl now or out-of plane deformation has become large after an earthquake, the current compressive strength curve of steel plates in Japan cannot be applied. Therefore, more accurate prediction method have been required in near future, on behalf of rational design of steel structures. In other words, it is needed to make clear the relationship between the initial imperfection and the strength of simply supported steel plate. For this purpose, the parametric study on compressive strength of steel plates taking the initial deflection and a width-thickness ratio parameter into account was carried out.
Finite Element Based Member Stiffness Evaluation of Axisymmetric Bolted Jointijiert bestjournal
For a reliable design of bolted joints,it is necessary to evaluat e the actual fraction of the external load transmitted through the bolt. The stiffness of the bolt and the me mber of the joint decide the fractions of external load shared by the bolt and the member. Bolt stiffness can be eval uated simply by assuming the load flow to be uniform across the thickness and the deformation is homogeneous. Then,bolt may be modeled as a tension member and the stiffness can be easily evaluated. But,the evalua tion of the member stiffness is difficult because of the heterogeneous deformation. In the present work,joint materials are assumed to be isotropic and homogeneous,and linear elastic axisymmetric finite element ana lysis was performed to evaluate the member stiffness. Uniform displacement and uniform pressure assumptions are employed in idealizing the boundary conditions. Wide ranges of bolt sizes,joint thicknesses,and material properties are considered in the analysis to evaluate characteristic behavior of member stiffness. Empiric al formulas for the member stiffness evaluation are proposed using dimensionless parameters. The results obtained are com pared with the results available in the literature.
Design, Analysis and weight optimization of Crane Hook: A Reviewijsrd.com
Crane hook are highly liable component and are always subjected to failure due to accumulation of large amount of stress which can eventually lead to its failure .In this present work, to study the different design parameter & stress pattern of crane hook in its loaded condition for different cross section, the design and drafting of crane hook will be prepared by using ANSYS 14.5. By finite element analysis, the stress which is to be formed in various cross section are compared with design calculation .The stress concentration factors are used in strength and durability evaluation of structure and machine element. In this work and also we observe the parameter that affects the weight reduction.
International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
Page 6 of 8Engineering Materials ScienceMetals LabLEEDS .docxbunyansaturnina
Page 6 of 8Engineering Materials Science
Metals Lab
LEEDS BECKETT UNIVERSITY
SCHOOL OF THE BUILT ENVIRONMENT & ENGINEERING
Course: BSc (Hons) Civil Engineering BEng (Hons) Civil Engineering
HND Civil Engineering
Laboratory Experiment:
Stress-Strain Behaviour of Mild Steel and High Yield Steel bars.
Associated Module(s)
Level 4 Engineering Materials Science
Object of Experiment
To investigate the stress-strain behaviour of the above materials.
Theory/Analysis
A knowledge of the behaviour of structural steel under load is essential to ensure structural collapse does not occur and that serviceability requirements are achieved. In these respects the following mechanical properties of a material are required:-
1. The yield stress, σy (or 0.2% proof stress)
2. The Elastic (or Young’s) Modulus, E
3. The maximum tensile strength, σmax
4. The stress at failure, ie the fracture stress, σf
5. The % elongation at failure
Apparatus
1. 500kN Denison Testing Machine
2. Extensometer and Denison extension gauge (measures cross head movement)
3. Grade 250 plain round mild steel bar, 20mm diameter
Characteristic strength = 250 N/mm²
Conforms to BS 4449.
4. Grade 460 deformed high yield steel.
Reinforcing bar, T16, 16mm diameter.
Characteristic strength = 460 N/mm²
Conforms to BS 4449.
Method
Each of the bars in turn is placed in the jaws of the testing machine.
The 50mm extensometer is attached to the bar and zeroed.
Load is applied and recorded in increments up to failure. For each load increment, extension readings from the extensometer and the Denison extension gauge are noted.
At the yield point, the extensometer is removed to prevent damage to it and readings continue on the Denison extension gauge.
The load at failure and the manner of failure are noted.
See the Figure below showing the Test Setup.
(
L
G
values; L
G
= 100 mm for the plain
round
bar, and L
G
= 80 mm for the deformed
high yield
bar
) (
L
G
,
gauge length of the samples
) (
P = the tensile force applied to bars from Dennison testing machine
) (
P
) (
Extension of the sample bars is measured by:
the
Dennison (on-board) extension gauge which monitors cross-head
movement
. This effectively gives sample extension readings from the start of the test (P = 0) through to failure.
An extensometer gauge. This is accurate only over the initial linear-elastic phase of the test.
) (
P
)
Each student should prepare and submit a laboratory report, the results and discussion sections are outlined below:a) Results and Calculations
Readings of load (P), against extension (e), have been recorded for each specimen tested and provided to you (appended at the end of this laboratory briefing document).
Knowing the original bar diameters (d), load data can converted to stress (σ) by dividing each load reading by the appropriate cross sectional area.
Strain values are determined by dividing the extension (e) data by the appropriate gauge length for each bar (LG); the g.
Finite Element Analysis of Pedal Power Hub dynamomsejjournal
The Hub Dynamos are built for electricity generation form the bicycle motion and they are in light weight
and have low frictional resistance. However they are still subjected to normal bicycle loading such as
bicycle frame, rider weight, acceleration, braking and cornering forces. The challenge is to develop a
lightweight hub housing and hub axle that can safely withstand the required loads. The present paper deals
with designing a Hub dynamo assembly using Solid Works Office Premium software. The assembly
comprises of the Hub shell, hub axle, internal gear assembly, armature, and fasters. Static structural
analysis was done using SW simulation software. The plots for equivalent von-misesstress plot, total
deformation plot were obtained and the design was continuously optimized till a safe design was
obtained.Maximum distortion energy theory was used for the analysis. The material assignment is as
follows: hub assembly- Aluminum Alloys 356.0 T-6, hub axle- ASTM A36 Steel and Gear Assembly
Bracket- Alloy Steel (SS).
Impact of Misalignments on Root Stresses of Hypoid Gear Setsijceronline
International Journal of Computational Engineering Research (IJCER) is dedicated to protecting personal information and will make every reasonable effort to handle collected information appropriately. All information collected, as well as related requests, will be handled as carefully and efficiently as possible in accordance with IJCER standards for integrity and objectivity.
Research Inventy : International Journal of Engineering and Science is published by the group of young academic and industrial researchers with 12 Issues per year. It is an online as well as print version open access journal that provides rapid publication (monthly) of articles in all areas of the subject such as: civil, mechanical, chemical, electronic and computer engineering as well as production and information technology. The Journal welcomes the submission of manuscripts that meet the general criteria of significance and scientific excellence. Papers will be published by rapid process within 20 days after acceptance and peer review process takes only 7 days. All articles published in Research Inventy will be peer-reviewed.
Comparison of stress between winkler bach theory and ansys finite element met...eSAT Journals
Abstract Crane Hooks are highly liable components and are always subjected to failure due to the amount of stresses concentration which can eventually lead to its failure. To study the stress pattern of crane hook in its loaded condition, a solid model of crane hook is prepared with the help of CATIA (Computer Aided Three Dimensional Interactive Application) software. Pattern of stress distribution in 3D model of crane hook is obtained using ANSYS software. The stress distribution pattern is verified for its correctness on model of crane hook using Winkler-Bach theory for curved beams. The complete study is an initiative to establish an ANSYS based Finite Element procedure, by validating the results, for the measurement of stress with Winkler-Bach theory for curved beams. Keywords: Crane Hook, CATIA, ANSYS, Curved Beam, Stress, Winkler-Bach Theory
SENSITIVITY ANALYSIS ABOUT INFLUENCE OF OUT-OF-PLANE DEFLECTIVE DEFORMATION ...IAEME Publication
In this study, it is aimed at verifying the relationship between amount of the initial deflective deformation of simply supported steel plates and ultimate compressive strength of them through elasto-plastic finite deformation analysis. When initial deflection has been controlled smaller unitl now or out-of plane deformation has become large after an earthquake, the current compressive strength curve of steel plates in Japan cannot be applied. Therefore, more accurate prediction method have been required in near future, on behalf of rational design of steel structures. In other words, it is needed to make clear the relationship between the initial imperfection and the strength of simply supported steel plate. For this purpose, the parametric study on compressive strength of steel plates taking the initial deflection and a width-thickness ratio parameter into account was carried out.
Finite Element Based Member Stiffness Evaluation of Axisymmetric Bolted Jointijiert bestjournal
For a reliable design of bolted joints,it is necessary to evaluat e the actual fraction of the external load transmitted through the bolt. The stiffness of the bolt and the me mber of the joint decide the fractions of external load shared by the bolt and the member. Bolt stiffness can be eval uated simply by assuming the load flow to be uniform across the thickness and the deformation is homogeneous. Then,bolt may be modeled as a tension member and the stiffness can be easily evaluated. But,the evalua tion of the member stiffness is difficult because of the heterogeneous deformation. In the present work,joint materials are assumed to be isotropic and homogeneous,and linear elastic axisymmetric finite element ana lysis was performed to evaluate the member stiffness. Uniform displacement and uniform pressure assumptions are employed in idealizing the boundary conditions. Wide ranges of bolt sizes,joint thicknesses,and material properties are considered in the analysis to evaluate characteristic behavior of member stiffness. Empiric al formulas for the member stiffness evaluation are proposed using dimensionless parameters. The results obtained are com pared with the results available in the literature.
Design, Analysis and weight optimization of Crane Hook: A Reviewijsrd.com
Crane hook are highly liable component and are always subjected to failure due to accumulation of large amount of stress which can eventually lead to its failure .In this present work, to study the different design parameter & stress pattern of crane hook in its loaded condition for different cross section, the design and drafting of crane hook will be prepared by using ANSYS 14.5. By finite element analysis, the stress which is to be formed in various cross section are compared with design calculation .The stress concentration factors are used in strength and durability evaluation of structure and machine element. In this work and also we observe the parameter that affects the weight reduction.
International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
Page 6 of 8Engineering Materials ScienceMetals LabLEEDS .docxbunyansaturnina
Page 6 of 8Engineering Materials Science
Metals Lab
LEEDS BECKETT UNIVERSITY
SCHOOL OF THE BUILT ENVIRONMENT & ENGINEERING
Course: BSc (Hons) Civil Engineering BEng (Hons) Civil Engineering
HND Civil Engineering
Laboratory Experiment:
Stress-Strain Behaviour of Mild Steel and High Yield Steel bars.
Associated Module(s)
Level 4 Engineering Materials Science
Object of Experiment
To investigate the stress-strain behaviour of the above materials.
Theory/Analysis
A knowledge of the behaviour of structural steel under load is essential to ensure structural collapse does not occur and that serviceability requirements are achieved. In these respects the following mechanical properties of a material are required:-
1. The yield stress, σy (or 0.2% proof stress)
2. The Elastic (or Young’s) Modulus, E
3. The maximum tensile strength, σmax
4. The stress at failure, ie the fracture stress, σf
5. The % elongation at failure
Apparatus
1. 500kN Denison Testing Machine
2. Extensometer and Denison extension gauge (measures cross head movement)
3. Grade 250 plain round mild steel bar, 20mm diameter
Characteristic strength = 250 N/mm²
Conforms to BS 4449.
4. Grade 460 deformed high yield steel.
Reinforcing bar, T16, 16mm diameter.
Characteristic strength = 460 N/mm²
Conforms to BS 4449.
Method
Each of the bars in turn is placed in the jaws of the testing machine.
The 50mm extensometer is attached to the bar and zeroed.
Load is applied and recorded in increments up to failure. For each load increment, extension readings from the extensometer and the Denison extension gauge are noted.
At the yield point, the extensometer is removed to prevent damage to it and readings continue on the Denison extension gauge.
The load at failure and the manner of failure are noted.
See the Figure below showing the Test Setup.
(
L
G
values; L
G
= 100 mm for the plain
round
bar, and L
G
= 80 mm for the deformed
high yield
bar
) (
L
G
,
gauge length of the samples
) (
P = the tensile force applied to bars from Dennison testing machine
) (
P
) (
Extension of the sample bars is measured by:
the
Dennison (on-board) extension gauge which monitors cross-head
movement
. This effectively gives sample extension readings from the start of the test (P = 0) through to failure.
An extensometer gauge. This is accurate only over the initial linear-elastic phase of the test.
) (
P
)
Each student should prepare and submit a laboratory report, the results and discussion sections are outlined below:a) Results and Calculations
Readings of load (P), against extension (e), have been recorded for each specimen tested and provided to you (appended at the end of this laboratory briefing document).
Knowing the original bar diameters (d), load data can converted to stress (σ) by dividing each load reading by the appropriate cross sectional area.
Strain values are determined by dividing the extension (e) data by the appropriate gauge length for each bar (LG); the g.
Behavior of RC Beams Retrofitted/Strengthened With External Post-Tension SystemINFOGAIN PUBLICATION
This paper presents a study on the flexural behavior of strengthened RC beams using external post-tensioning technique under the effect of cyclic loads. Post tensioning techniques is a new method to improve the behavior of cracked and sound beams. This new technique was used in this research to improve the behavior of cracked and un-cracked beams. The study consists of two stages, the first stage is an experimental program which is carried out in lap to test casted beams, and the second stage is a theoretical program which was carried out to verify the results of experimental program. The behavior of RC beams in different levels of cracks was studied, crack pattern was observed and failure type was recorded. Comparisons between the behaviors of different RC beams were performed. The experimental study included using of prestressing steel bars, GFRP bars and the effect of different percentage of shear reinforcement was also taken into consideration. Specimens were tested under the effect of cyclic load. Finally the simulations of tested beams were modeled in finite element software (ANSYS) to verify the results of experimental work compared to theoretical analysis.
Experimental evaluation of strain in concrete elementsnisarg gandhi
Evaluation of strain using
1) mech strain gauge
2) elec strain gauge
also calculation of modulus of elasticity using
1) secant modulus
2) chord modulus
also for the procedure to use electrical strain gauge see the following link
https://drive.google.com/open?id=0Bw9bdaDxJsb8enFZOFhlRWFMYWs&authuser=1
Effect of Perforation in Channel Section for Resistibility against Shear Buck...ijtsrd
The steel structure have maximum complexity in designing against load bearing capacity as well as stability to withstand under different types of stresses, thus several types of sections were proposed to enhance stability under variable kind of loads, further channel section and I – sections have maximum capability to resist maximum stress and loads in different conditions. In present investigation analysis is performed on ABAQUS to identify the strength ability during unity load with shear buckling evaluation by performing simulation of shear buckling prediction using ABAQUS FEM package in channel section with different shape hole in web i.e. circular, elliptical, hexagonal, pentagonal and rhombus, the parameters and results were validated from present previous research work present in literature, these different hole profiles in channel section are investigated for shear stress, deformation, eigen value shear force, reaction force and shear buckling coefficient. Thus, minimum shear stress is found in hexagonal hole profiled channel section with respect to different hole diameter, IS 808 – 1989 was considered for design of channel section. Ram Raj Raghuwanshi | Abhay Kumar Jha "Effect of Perforation in Channel Section for Resistibility against Shear Buckling" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-1 , December 2021, URL: https://www.ijtsrd.com/papers/ijtsrd47811.pdf Paper URL: https://www.ijtsrd.com/engineering/civil-engineering/47811/effect-of-perforation-in-channel-section-for-resistibility-against-shear-buckling/ram-raj-raghuwanshi
FEA Based Validation of Weld Joint Used In Chassis of Light Commercial Vehicl...ijiert bestjournal
Generally automotive systems are subjected to dynam ic and static loads,due to hives driving and adverse conditions of the road surface,thus it causes cracks,noise,vibration and failure in an automobile,since in general the total effect of work for automobile system is lowered. Such effect is arising due to behaviour in types of loading,construction and condition of the work where the automobile system is and reducing it s strength. Therefore however most of the Light Commercial Vehicles (LCV) chassis are man ufactured by welding to reduce the weight of the chassis. Hence there is a more stress concentration occurs at a welded joint region. The fundamental task is to develop a model of welded joint to sustain various loads of LCV chassis. Effect of different design parameters,properties of material are observed with respect to the strength of the weld and location of stress concentrations are identified. During the design process model parameters are often alter ed to evaluate alternative welding joining choices,to reduce weight of the system to sustain varying loading conditions without failure.
Vibrational Analysis of Pinion Shaft for the Diagnose of Cracks in Heavy Load...
WilliamLAI - From Rigid to Soft
1. Characterization, Analysis and
Fabrications of Soft Dielectric
Elastomer Actuators Capable of
Complex 3D Deformation
Presenter: William Lai
Department of Aerospace Engineering, Engineering Mechanics
Iowa State University
2. Outline
• Motivation
• Literature Review
• Actuator Design and Fabrication
• Actuator Analysis
• Effect of Surface Reinforcements and Their Applications
• Summary
3. Motivation
• Learn from Nature: From rigid to soft
• Soft flexible Actuators: arms, grippers, flappers…etc.
• Higher flexibility and degree of freedom: able to adapt
complicated and unpredictable environment
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
4. • Flexible structures:
Complaint material with designed structural patterns
Actuated through strings, air pressure, or others
Soft Actuator Development: Structure
R. F. Shepherd et al., National Academy of Sciences of USA, 2011.
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
B Mazzolai et al., Bioinsp. Biomim. 7, 2012
M Calisti, M Giorelli et al.,
Bioinsp. Biomim. 6, 2011
5. • Active materials:
Shape memory alloy, Piezoelectric ceramic…etc.
• Soft Active polymers:
(thermo-, magnetic-, pH-, photo-, electro-active
polymers)…etc.
Soft Actuator Development: Material
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
6. • Able to deform through electrical stimulation
• Caused by ion migration or electrostatic forces
conductive polymer
electrolyte
V
ex. Conductive polymers ex. Dielectric elastomers (DEs)
Ionic EAPs Electronic EAPs
Electroactive Polymers (EAPs)
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
Low voltage required (< 10V)
Slow reaction (above 10 sec.)
High voltage required (103 V)
(Low current, low power)
Fast response time (sec.)
7. Dielectric Elastomers
• Why dielectric elastomers?
– Soft, light, and flexible
– Large deformation range
– Low cost and easy availability
• Actuation mechanism
– Compliant elastomer sandwiched by compliant electrodes
– Driven by Maxwell stress :
V
σMaxwell
𝜎𝜎𝑀𝑀𝑀𝑀𝑀𝑀𝑀𝑀𝑀𝑀𝑀𝑀𝑀𝑀 = 𝜖𝜖𝜖𝜖0Φ2
σMaxwell
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
elastomer
electrode
8. Actuator Design in Literatures
• Requires of prestretch* additional hard frame for supporting
• In-plane motion, in-frame motion
• Lower energy to mass ratio. Lower actuation degree of freedom
A. Wingert et al., IEEE/ASME
Transactions on Mech., 2006S. Dastoor et al., IEEE ICRA 2012
I. A. Anderson et al.,
Appl. Phy. A, 2010.
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
In-plane rotator:
Variable stiffness device:
Axial extensor:
9. Research Goal
• Develop free-standing flexible actuator
– Provide higher DoF motion with lighter weight
• Actualize actuator design
• Characterize materials and actuator
– Study deformation mechanism
• Increase actuator performance and control force-
stroke characteristics
10. • From: bi-material thermostat
• To: active + inactive membrane stacks
Actuator Concept
Active layer
Inactive layer
Actuation
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
11. Procedure and Design
• Planar actuator (active layer)
• Stack with Stiffeners (inactive layer)
Actuator Design and Fabrication
2 cells
N cells…3 cells
1 cell
Building blockElectrode
elastomer
elastomer
Electrode terminals (Aluminum foil)
Stiffener
Sealing region
Electrode
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
Dielectric elastomer:
3M VHB F9460PC
(50µm thick)
Compliant electrode:
carbon black particles
Stiffener:
3M Scotch tapes
(65µm thick)
25mm
15. Analytical Model
Timoshenko bi-material laminate solution
Layer 1 (stiffener)
Layer 2 (EAP)
𝑎𝑎1
𝑎𝑎2
Layer 1
Layer 2
𝑀𝑀1
𝑀𝑀2
𝑃𝑃1
𝑃𝑃2
or electrical
total thermal axial bendingε ε ε ε= + +
1 1 1 2 2 2
1 1 1 2 2 2
1 2
1 1 1 1
2 2
thermal thermal
or electrical or electrical
w P a w P a
E a w E a w
ε ε
ρ ρ
+ + = − −
At the interface of layer 1 and 2
𝑤𝑤1
𝑤𝑤2
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
16. Analytical Model
1
1
1
2 2
2
M
M
E I
E I
ρ
ρ
=
=
1 1 2 2
1
1 2
1 2 2
2
2
h
P M M
w P w P P
P
I
h
E E I
ρ ρ
=
=
=
+
=
+
=
Layer 1 (stiffener)
Layer 2 (EAP)
𝑎𝑎1
𝑎𝑎2
Layer 1
Layer 2
𝑀𝑀1
𝑀𝑀2
𝑃𝑃1
𝑃𝑃2
1 2h a a= +
𝑤𝑤1
𝑤𝑤2
2
0 0
2 20
0 0 0 0
1
( ) ( )
2
zz
electrical xx
E E
σ
ε ε ν
=− Φ
Φ = = − − Φ = Φ
0( )electricalε Φ
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
17. • Perform tensile tests on elastomers
• Assume isotropic incompressible
material with elastic behavior
Material Mechanical Property
0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16
0
0.002
0.004
0.006
0.008
0.01
0.012
0.014
3M VHB9460PC Tape
Strain
Stress(MPa)
Strain
Stress(MPa)
Tensile test of 3M VHB F9490PC Tapes
0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08
0
5
10
15
20
25
30
35
40
3M Magic Scotch Tape
Strain
Stress(MPa)
Strain
Stress(MPa)
Tensile test of 3M Scotch Tapes (stiffeners)
Load cell
Displacement
transducer Testing sample
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
18. Comparison of Experimental
Measurements and Model Predictions
0 0.5 1 1.5 2 2.5
x 10
4
0
0.01
0.02
0.03
0.04
0.05
0.06
Nominal E-Field (kV/mm)
Curvature(1/mm)
-- Analytical 1-cell
-- Analytical 2-cell
-- Analytical 3-cell
□ Experiment 1-cell
□ Experiment 2-cell
□ Experiment 3-cell
( )
0
0
1 1 2 2
1 1 1 2 2 2
( )
( )
2 1 1
2
electrical
h
E I E I
h E a w E a w
ε
κ
ζ β Φ
Φ =
+ + +
β: geometric factor (accounts for
inactive layers)
ζ: fitting parameter = 0.55
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
19. • Utilizing ABAQUS with User Material (UMAT) subroutine
• Incompressible Neo-Hookean model for elastomer
• Coupling electric and mechanical fields
Finite Element Analysis
( ) ( )2 2 2 2 2 2 2
1 2 0 1 2 1 2 0 0 1 2
1 1
( , , ) 3
2 2
W λ λ µ λ λ λ λ λ λ− − − −
Φ= + + − + Φ
Shear modulus =0.033MPa Dielectric constant = 3.21**
Elastic energy Electrostatic energy
**M. Aschwanden, R. Friedlos and A. Stemmer, LEOS 2007
*X. Zhao, W. Hong, and Z. Suo, PHYSICAL REVIEW B, 2007
*
Total energy
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
20. Revealing Boundary Effect Around
Stiffener
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Effect of Surface Reinforcements Surface Reinforcement Applications
25. Wstiffener
Wsealing
WLocalization
eff stiffener sealing localiztionw w w w= + +
Effective Width
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Role of Stiffener Surface Stiffener Applications
26. • Evaluated actuator performance
• Studied deformation mechanisms
• Developed analytical model and finite element
framework, revealed localized deformation
• Localized deformation around the stiffener boundary
dominates the actuation
Summary for Actuator Analysis
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Role of Stiffener Surface Stiffener Applications
27. • Split single stiffener into narrower segments while
keeping total bending stiffness (width) as constant
• Change the efficacy in converting axial constraints to
curvature
• Effectively use the total strain provided by the same
energy input
Role of Stiffener: Application
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Role of Stiffener Surface Stiffener Applications
28. Deformation sequence of 3-cell actuators
with 1 & 3-segment of stiffeners
3-segment
1-segment
(kV/mm)
Fixing total width
(as well as I ) of stiffeners
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Role of Stiffener Surface Stiffener Applications
29. Fitting Analytical Model with Experiment
( )2 2eff stiffener sealing localiztionw w w n w= + +
0 0.5 1 1.5 2 2.5
x 10
4
0
0.01
0.02
0.03
0.04
0.05
0.06
0.07
0.08
0.09
0.1
Nominal E-Field (V/mm)
Curvature(1/mm)
1 stiffener (analytical)
3 stiffeners (analytical)
1 stiffener (Experiment)
3 stiffeners (Experiment)
Wstiffener
Wsealing
WLocalization
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Role of Stiffener Surface Stiffener Applications
n = amount of stiffeners
30. Elastic Energy in FEA
(effect of splitting stiffeners)
0
0.01
0.02
0.03
0.04
0.05
0 5000 10000 15000 20000 25000
3c-1s
3c-2s
3c-3s
3c-4s
3c-5s
Nominal E-field (V/mm)
ElasticEnergy(mJ)
3-cell-1-segment
3-cell-2-segment
3-cell-3-segment
3-cell-4-segment
3-cell-5-segment
Elastic strain energy did NOT change with stiffener splitting
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Role of Stiffener Surface Stiffener Applications
31. 3-cell-1-segment 3-cell-3-segment 3-cell-5-segment
(FEA results of half sample actuators)
Increase actuator efficacy!
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Role of Stiffener Surface Stiffener Applications
Cross-sectional view of different mode of deformation
32. Controllable force-stroke characteristics
(effect of splitting stiffeners)
(Φ0 = 20800 V/mm)
Planar Actuator
In FEM:
Roller B.C. for reaction
force calculation
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Role of Stiffener Surface Stiffener Applications
33. Fiber Stiffener
• Splitting stiffeners into finer segments
Fiber electrode/ Fiber stiffeners
• Theoretically maximize efficacy, force-stroke characteristic
• Adjust actuator stiffness and electromechanical response
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Role of Stiffeners Surface Stiffener Applications
34. 1 inch
B.) Carbon Fiber + carbon black
A.) Carbon black only
@ 8kV
Actuate
a.) b.)
Unidirectional fiber electrode on
dielectric elastomer actuators
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Role of Stiffeners Surface Stiffener Applications
35. Bat-wing inspired
woven fiber stiffeners
Supporting frame
Prestretched VHB membrane
Woven cotton fibers
Laterally prestretched
Vertically prestretched
Orthogonal
Bat wings
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Role of Stiffeners Surface Stiffener Applications
36. Structure modulus increasing
(Mechanical tensile tests)
1 1.5 2 2.5 3 3.5 4 4.5 5 5.5 6
0
0.5
1
1.5
2
2.5
Stretch
Stress(MPa)
0 0.2 0.4 0.6 0.8 1
0
0.2
0.4
0.6
0.8
1
Strain
Stress(MPa)
Test 60
Test 55
Test 56
Test 63
Vertically prestretched
Orthogonal
Laterally prestretched
Reference
No fiber
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Role of Stiffeners Surface Stiffener Applications
38. Electromechanical actuation performance
Stretch
Voltage
Vertically prestretched
Orthogonal
Laterally prestretched
Reference
Trade-off between stiffness and deformability
Same material:
• Controllable for different
working condition
• Combine and apply in
different applications
Motivation Literature Review Actuator Design and Fabrication Actuator Analysis Role of Stiffeners Surface Stiffener Applications
39. Summary
• Accomplishment of prototype actuator fabrication: freestanding 2D
planar actuator, capable of complex 3D motion, with no prestretch
requirement.
• Developed analytical and finite element modeling framework,
providing amenable models for control strategies.
• Studied role of stiffener on bender actuators. Utilized findings to
improve actuator performance and control actuator characteristics
• Expanded study on fiber: patterned woven fibers with marked effects
on actuator mechanical properties and electromechanical response.
Same material adjustable for a variety of applications.
40. Publications and Conference Presentations
Publications
• W. Lai, A. Bastawros, and W. Hong, “Effect of bat-wing inspired surface reinforcements on soft dielectric elastomer
actuators,” Prospective Publication (proceeding)
• W. Lai, A. Bastawros, W. Hong, “Distributed surface stiffener on free standing dielectric elastomer actuators with over 100%
improved performance,” Prospective Publication in Journal of Applied Mechanics (proceeding)
• W. Lai, A. Bastawros, W. Hong, and S.-J Chung, “Performance of planar dielectric elastomer actuator with stiffeners for large
rotational actuation,” Prospective Publication in Smart Materials and Structures (Submitted)
• W. Lai, A. Bastawros, H. Wang, A. Antoniou, “Application of Digital Image Correlation for Multiscale Biomechanics,”
Handbook of Imaging in Biological Mechanics, chapter 11, CRC Press, 2014
• W. Lai, A. Bastawros, W. Hong, and S.-J Chung, “Fabrication and Analysis of Planar Dielectric Elastomer Actuators Capable of
Complex 3-D Deformation,” 2012 IEEE International Conference on Robotics and Automation, May 6, 2012, Minneapolis, MN
• W. Lai, A. Bastawros, and W. Hong, “Complex 3D Motion of a Planner Dielectric Elastomer Actuator with Distributed
stiffeners.” SPIE Smart Structures/NDE Conference,” March 11, 2012, San Diego, CA
Conferences
• W. Lai, A. Bastawros, and W. Hong, “Effect of Surface Fiber Reinforcements on Dielectric Elastomer Actuators,” Science and
Engineering Society Annual Meeting, Oct 1, 2014, West Lafayette, IN
• W. Lai, A. Bastawros, W. Hong, and S.-J Chung, “Fabrication and Analysis of Planar Dielectric Elastomer Actuators Capable of
Complex 3-D Deformation,” IEEE International Conference on Robotics and Automation, May 6, 2012, Minneapolis, MN
• W. Lai, A. Bastawros, and W. Hong, “Complex 3D Motion of a Planner Dielectric Elastomer Actuator with Distributed
stiffeners,” SPIE Smart Structures/NDE Conference,” March 11, 2012, San Diego, CA
• W. Lai, A. Bastawros, and W. Hong, “Nonlinear Characteristics of Dielectric Elastomers Actuators with Biaxial Prestretch ,”
ASME Applied Mech. Mat. Conference, May 30, 2011, Chicago, IL