Design and Testing of Linear Shape Memory Alloy Actuator
|
|
- Benjamin Malone
- 6 years ago
- Views:
Transcription
1 Final Report, National Science Foundation Research Experience for Undergraduates, Summer 00 Design and Testing of Linear Shape Memory Alloy Actuator Quentin A. Donnellan Advisor: Dr. Dimitris C. Lagoudas Starsys Research and Applied Physics Laboratories (APL) at John Hopkins have developed five miniature SMA-based mechanisms to address the need on satellite platforms for non-explosive actuation (NEA), as reported by NASA Langley. One of the five mechanisms proposed by APL is a linear actuator which incorporates the use of a bias spring and a SMA wire deformed in tension to produce a stroke. The purpose of this summer's research is to design and validate a similar actuator, which incorporates a SMA spring deformed in compression to produce a more significant stroke than APL's SMA wire actuator. I I. BACKGROUND N response to the need for miniature mechanisms for small satellites, Starsys Research and Applied Physics Laboratory (APL) at John Hopkins University have developed the following miniature devices : Micro Sep-Nut Mini Sep-Nut Rotary latch Burn Wire Release Mini Linear Actuator Mini Redundant Release In 00, Texas A&M University s Active Materials Lab conducted analysis and testing on the rotary latch mechanism which incorporates the use of a torsional Shape Memory Alloy (SMA) spring. This report presents research conducted on the design and testing of a mini linear actuator in an effort to improve that technology. II. INTRODUCTION In an effort to support APL in the advancement of miniaturized mechanism development, the Aerospace Engineering Department s Active Materials Lab at Texas A&M University has conducted research on a SMA based mini linear actuator. The focus of this research was to design a linear actuator as an improvement to the one proposed by APL. Specifically, the actuator designed by APL incorporates the use of a SMA wire and a steel bias spring. The SMA wire, originally in martensite phase, regains strain when heated above the austenite transition temperature and compresses the bias spring. The bias spring returns the mechanism to its original state when the SMA wire is cooled through the martensite transition temperature. This action of heating the SMA wire and allowing it to cool is a valid means of producing a linear motion, or stroke. However, since a typical SMA wire can only recover approximately % strain, significant, or even noticeable, stroke lengths can not be achieved. The research conducted this summer suggests that by replacing the SMA wire in the APL concept with a SMA spring, a more significant stroke length can be achieved. A. Preliminary Analysis III. DESIGN In its report, APL outlined certain goals that would be desired of any linear actuator. These goals became the initial design factors. Stroke length: 0. in. Force: - lb.
2 Final Report, National Science Foundation Research Experience for Undergraduates, Summer 00 Holding Force: -0 lb. Actuation time: 0-00 ms Total Actuations: cycles However, initial calculations using standard spring theory led to the observation that it is not possible for springs of the desired size (Ø<. in.) to exert the desired forces. This led to the early conclusion that actuators employing the use of SMA springs are unable to exert forces comparable to similar actuators which use SMA wires. Thus, the design factors were modified for an actuator designed for maximum stroke length at minimum size without high force requirements. Stroke Length: 0. in. Actuation Time: 0-00 ms Total Actuations: cycles Force: TBD Minimum size, power, and mass B. Concept The following image shows the concept that was designed to meet the above criteria: Because the above system is unique in its design, a model had to be developed to accurately predict the dimensions of the SMA spring (produced from SMA wire in the Active Materials Lab). The following terms are useful when developing this model: cool SMA (low modulus) SMA compression spring (outside) Washer L s L s L a Section view δ Cooled actuator (resting state) D Steel bias spring (inside) D Below are calculations for the two heated spring SMA linear actuator concept assuming linear elastic response (high modulus) from the SMA spring (this assumption will be tested later). These two springs are concentric and thus share the same deflection axis (hence a linear system). The following equations set up this system as a conservation of deflection () in D in terms of shear modulus (G), wire diameter (d), spring diameter (D), force (F), and number of coils (n a ). F = kδ (general spring theory) 4 Gd k = D n 8 a 8D na 4 δ = F (.) Gd This equation is hard to work with because the number of coils term (n a ) is abstract before the spring is actually built. The following relationship can be used to simplify Equation.: L s = n d (.) a 8D Ls δ = F (.) Gd In the above equation, L s is the solid length of the spring. Now that an equation for deflection has been established the steel extension spring can be analyzed. The only modification that has to be made to Equation. is an account for the initial tension, F i, in the steel spring (this value will be experimentally determined). 8D Ls ( F Fi ) Gd δ = (.4) Above, the deflection (stroke length) resulting from a force F applied to the steel bias spring is solved for. This force (minus the initial tension) is exactly the compression force exerted by the SMA spring when heated. The free length of the SMA spring L f (the length the spring will be trained to remember) will be greater than that of the actuator L a so that when attached to the steel spring, an equilibrium length equal to L a is achieved (i.e. in the absence of the steel spring the SMA spring is greater in length). Furthermore, when the SMA is cooled, it is compressed to its solid length L s by the steel bias spring. Thus the actuator length is equal to the SMA spring solid length plus the stroke length:
3 Final Report, National Science Foundation Research Experience for Undergraduates, Summer 00 La = Ls + δ (.) It is also known that the free length of the SMA spring minus the deflection resulting from the force exerted by the bias spring F is equal to the actuator length L a (.8). F minus the force exerted by the bias spring should be equal to zero if this system is at equilibrium (bias spring cancels out SMA spring). 0 = ( ) (.6) F F F i 8D Ls F G d δ = (.7) L = L δ (.8) a f Using these concepts and combining with (.), an equation for the free length of the SMA spring can be created (.9). Lf = Ls + δ + δ (.9) 8D Ls f s δ ( i ) L = L + + F F (.0) G d 8D Lf L = s + ( F Fi ) δ + G d d = steel spring wire diameter d = SMA spring wire diameter D = steel spring diameter D = SMA spring diameter G = steel spring shear modulus G = SMA spring shear modulus (.) However, F is abstract. This is the force required to extend the steel spring by the stroke length accounting for the initial tension, so replacing F with its components (.4) makes this equation easier to solve. G d F = + F (.) δ 8D Ls G d 8D Lf = L + + i s δ δ 8D Ls Gd (.) This equation is simple to evaluate recognizing that the only variables are the springs mean diameters (D & D ) and the wire diameters (d & d ). The stroke length is a design specification as are the solid lengths of each spring. The shear modulus G varies from material to material, but it is known for any material chosen. In terms of the mean diameter the outer diameter is as follows: Do = D + d (.4) Do = D + d (.) The steel spring s outer diameter must be less than the inner diameter of the SMA spring in order for it to fit inside. Here c is introduced as the distance between the inside of the SMA spring and the outside of the steel spring. A relationship between the outer diameter of the SMA spring and the diameter of the steel spring can now be established. D = D c (.6) o i ( ) D + d = D d c (.7) o Combining the spring index C with Equations.4 &.6 yields equations (.9 &.0) with 4 unknowns (C, C, d, d ) C d d D o D d D o = (.8) D o + = C Do d c = C + (.9) (.0) C has a finite range (4-) with an ideal literature value of 9, and thus numerical iterations can solve for the appropriate combination of C & C which satisfy Equation.. In this manner can exact measurements of both the steel spring and SMA spring be determined. C. Construction With the knowledge gained from the above calculations, a custom actuator can be constructed to meet the design requirements exactly. However, availability of certain materials limits the ability to produce an actuator that is perfectly accurate. So, materials were chosen which most closely match the calculated values. The following are the final dimensions for the two springs: (Steel Spring) F =.94 N i L =.08 mm s d = 0.4 mm D = 4.8 mm (SMA Spring) L = 0.97 mm f L = 0. mm s d = 0.8 mm D = 6.0 mm c SMA spring bias spring
4 Final Report, National Science Foundation Research Experience for Undergraduates, Summer 00 4 The steel spring dimensions are based on a pre-existing spring found in the lab. The SMA spring was constructed out of existing SMA wire (also found in the lab). This was accomplished by winding the wire with the use of a mandrel and then heating in an oven at 00ºC for 0 minutes. This heat treatment will ensure that the SMA will memorize the shape of a compression spring at length L f. After the heat treatment the SMA is quenched in a water bath. Once the SMA spring is produced the actuator is ready for assembly. The steel spring is placed inside the SMA spring and then the end loops of the steel spring are forced through washers to secure the SMA spring. IV. EXPERIMENTAL SET-UP To determine the stroke length of the actuator, the SMA spring is attached to a power source. This source is regulated by a LabView program which regulates the power in the following manner: 6V for 0.0 seconds ( on time ) 0V for 0.0 seconds ( off time ) The above procedure was developed through trial and error to produce even heating from ºC to 9ºC. This successfully heats the SMA wire through the austenite transition temperature. SMA spring Steel Spring Actuator cool heated D. Actuator Characterization washer Now that the actual actuator is built, its behavior can be characterized. Starting with the steel extension spring, a simple hanging weight test can produce a force vs. displacement function. Knowing the dimensions of the SMA spring a prediction of its force vs. displacement function can be obtained (because the SMA spring is a compression spring, a weight test is difficult to conduct). These two functions are plotted on the same axis: The measured stroke length was 7. mm. Plotted on the same force vs. deflection graph reveals good correspondence between the predicted value of the stroke length and the actual value. Force (N)... y = 0.77x actual stroke length 7. mm Force (N).. y = 0.77x Deflection (mm) Steel Spring Response Predicted SMA Linear Fit, Steel Spring Response Deflection (mm) Steel Spring Response Predicted SMA Linear Fit, Steel Spring Response However, all of these results are based on the assumption that the SMA spring responds in a linear elastic manner. To make the calculations easy, the assumption was made that the SMA (when heated) is entirely in the austenite form. In order for the above results to be valid, this assumption must be proved. To do this, the loading path of the SMA must be determined to ensure that the spring is, indeed, entirely composed of austenite phase. Theoretically, where these two functions intersect represents the stroke length of the actuator (the equilibrium position where the negative displacement of the compression spring equals the positive displacement of the extension spring).
5 Final Report, National Science Foundation Research Experience for Undergraduates, Summer 00 Stress (MPa) A B Temperature (C) Loading Path As Af The start of the loading path (A) is simple enough to determine (on a stress vs. temperature graph): zero stress, room temperature (ºC). Because the steel spring exerts no force until it is stretched, no change in stress is observed until the SMA starts regaining strain (thus stretching the steel spring). This can be observed experimentally as the moment the actuator begins moving and is plotted as the point where the zero stress line intersects the austenite start temperature slope (B). From there, the stress is constantly increasing due to the fact that the steel spring is being stretch more and more as the SMA is heated and expands. The stress will increase all the way until the SMA stops moving. Taking the stroke length at this point the force exerted by the steel spring can be determined (plug the stroke length into F=kx for the steel spring). Since the system is at equilibrium, this force is also equal to the force exerted by the SMA spring. The shear stress can be determined from this: 8WDF τ = π d 4C 0.6 W = + 4C 4 C W is the Wahl Correction factor (accounting for the curvature of the spring. Using a simple Mohr s circle (zero minimum stress) the shear stress can be translated to normal stress and can be plotted on the above graph. This point (C) corresponds to the point where the max stress line (determined with Mohr s circle as mentioned) intersects the austenite finish temperature slope. Next, the SMA is heated all the way to 9ºC (D). By connecting the points A,B,C,D a loading path can be plotted on the same graph as the SMA s phase diagram (determined experimentally). Point D on this graph represents the fully heated actuator. This point is comfortably within the 00% austenite phase C D (any point to the right of the Af line). Thus, the assumption that the SMA spring responds in a purely linear elastic (austenitic) manner is valid. V. FINDINGS AND RESULTS The following recaps the major results of the experimental testing: Stroke length Goal:. in. Actual:.8 in. Activation time Goal: 0-00 ms. Actual: > s The stroke length of the actuator fell very close to the targeted value and actually exceeded it. The activation time did not quite meet the goal set. The following are several, experimentally validated, means of increasing the activation time: Increase voltage Reduce off time, increase on time Achieving better electrical connection between leads and SMA wire Because the actuator is so small, it is difficult to establish a secure connection between the power source and the SMA wire. In addition, the space between the SMA spring and the steel spring is so small that often the two springs will touch. When this happens, the current that should pass only though the SMA may actually pass though the steel spring. This will result in uneven heating of the SMA wire. VI. CONCLUSIONS very small gap between the SMA spring and the steel spring This research has proved that a SMA spring based linear actuator is effective at producing large stroke lengths at the cost of high force exertion. Also, several improvements on this design need to be made before it should be considered reliable technology. The electrical connection between the SMA wire and the power source should be examined in detail. The steel spring should also be electrically isolated from the SMA spring so that no current accidentally passes through the steel spring, which would result in uneven heating of the SMA. This
6 Final Report, National Science Foundation Research Experience for Undergraduates, Summer 00 6 isolation can be achieved by some sort of barrier placed in the gap between the two springs. non-conducting barrier Another significant issue with the design is the time between actuations, currently at ~0 seconds. In order to decrease this time, some sort of cooling element should be introduced to effectively conduct heat away from the SMA. This would allow for the SMA to be cooled more rapidly, bringing the actuator back to its original state faster and thus increasing actuation rate. One way to achieve this might be to encase the actuator in some sort of tube and run a cooling liquid through the tube when necessary. ACKNOWLEDGMENTS Dr. Dimitris C. Lagoudas, PI Director, Texas Institute for Intelligent Bio-Nano Materials and Structures for Aerospace Vehicles (TiiMS) Magdalini Lagoudas Assistant Director, Spacecraft Technology Center Darren Hartl Graduate Student, Texas A&M University Aerospace Engineering REFERENCES [] Brett Huettl, Cliff Willey, Design and Development of Miniature Mechanisms for Small Spacecraft, 4 th AIAA/USU Conference on Small Satellites [] Darren Hartl, Olivier Godard, Analysis of Rotary SMA Actuators.00
3-D FEA Modeling of Ni60Ti40 SMA Beams as Incorporated in Active Chevrons
3-D FEA Modeling of Ni60Ti40 SMA Beams as Incorporated in Active Chevrons Darren Hartl Luciano Machado Dimitris Lagoudas Texas A&M University ASME Applied Mechanics and Materials Conference June 6, 2007
More informationSingle Motion Actuated Shape Memory Alloy Coupling
Single Motion Actuated Shape Memory Alloy Coupling A. O. Perez *, J. H. Newman ** and M. Romano* Abstract The objective of the single-motion-actuated-shape-memory-alloy coupling (SMA 2 C) is to produce
More informationShape Memory Alloy Knowledge Evaluation Test. 1. What is the basic mechanism of the shape memory effect (SME)?
Shape Memory Alloy Knowledge Evaluation Test 1. What is the basic mechanism of the shape memory effect (SME)? a. Deformation due to the motion of mixed dislocations b. Interstitial diffusions within the
More informationChapter 5: Mechanical Springs
ENT 345 MECHANICAL COMPONENT DESIGN Chapter 5: Mechanical Springs IR. DR. KHAIRUL SALLEH BASARUDDIN School of Mechatronic Engineering Universiti Malaysia Perlis Email : khsalleh@unimap.edu.my http://khairulsalleh.unimap.edu.my/
More informationChapter 4 MECHANICAL PROPERTIES OF MATERIAL. By: Ardiyansyah Syahrom
Chapter 4 MECHANICAL PROPERTIES OF MATERIAL By: Ardiyansyah Syahrom Chapter 2 STRAIN Department of Applied Mechanics and Design Faculty of Mechanical Engineering Universiti Teknologi Malaysia 1 Expanding
More informationElastic versus Plastic Analysis of Structures
Elastic versus Plastic Analysis of Structures 1.1 Stress-Strain Relationships 1.2 Plastic Design Versus Elastic Design Chapter 1 Basic Concepts of Plastic Analysis 1.3 Elastic-Plastic Bending of Beams
More informationShape Memory Alloys: Thermoelastic Martensite
Shape Memory Alloys: Thermoelastic Martensite MatE 152 Thermoelastic Martensite Shape Memory Alloys (SMA) The strain of transformation is much less than the martensitic transformation in steel Thus product
More informationCharacterization and 3-D Modeling of Ni60Ti SMA for Actuation of a Variable Geometry Jet Engine Chevron
Characterization and 3-D Modeling of Ni60Ti SMA for Actuation of a Variable Geometry Jet Engine Chevron Darren Hartl Dimitris Lagoudas Texas A&M University SPIE Smart Structures and Materials/NDE Conference
More informationUNIVERSITY OF HAIL College of Engineering Department of Mechanical Engineering
UNIVERSITY OF HAIL College of Engineering Department of Mechanical Engineering Chapter 10 Design of springs Text Book : Mechanical Engineering Design, 9th Edition Dr. Badreddine AYADI 2016 Chapter Outline
More information1.103 CIVIL ENGINEERING MATERIALS LABORATORY (1-2-3) Dr. J.T. Germaine Spring 2004 PROPERTIES OF HEAT TREATED STEEL
1.103 CIVIL ENGINEERING MATERIALS LABORATORY (1-2-3) Dr. J.T. Germaine MIT Spring 2004 Purpose: LABORATORY ASSIGNMENT NUMBER 10 PROPERTIES OF HEAT TREATED STEEL You will learn about: (1) Measurement of
More informationDesign and Analysis of Multilayer High Pressure Vessels and Piping Tarun Mandalapu 1 Ravi Krishnamoorthy. S 2
IJSRD - International Journal for Scientific Research & Development Vol. 3, Issue 02, 2015 ISSN (online): 2321-0613 Design and Analysis of Multilayer High Pressure Vessels and Piping Tarun Mandalapu 1
More informationCode No: R Set No. 1
Code No: R059210303 Set No. 1 II B.Tech I Semester Regular Examinations, November 2006 MECHANICS OF SOLIDS ( Common to Mechanical Engineering, Mechatronics, Metallurgy & Material Technology, Production
More informationCHARACTERIZATION AND PREDICTIVE OUTPUT BEHAVIOR OF SHAPE MEMORY ALLOY
CHARACTERIZATION AND PREDICTIVE OUTPUT BEHAVIOR OF SHAPE MEMORY ALLOY Mr. Mohd Azaruddin 1, Dr. B M Rajaprakash 2 1M.E Scholar, Manufacturing Science and Engineering, UVCE Bangalore 2 Professor and Chairman,
More informationMechanical Springs Shigley Ch 10 Lecture 21
Mechanical Springs Shigley Ch 10 Lecture 21 Why do we need springs? Flexibility of structure Storing and releasing of energy Mechanical Springs Standard spring types: Wire springs -Helical springs of round
More informationFME201 Solid & Structural Mechanics I Dr.Hussein Jama Office 414
FME201 Solid & Structural Mechanics I Dr.Hussein Jama Hussein.jama@uobi.ac.ke Office 414 Lecture: Mon 11am -1pm (CELT) Tutorial Tue 12-1pm (E207) 10/1/2013 1 CHAPTER OBJECTIVES Show relationship of stress
More informationHigh Performance Force Control for Shape Memory Alloy (SMA) Actuators
High Performance Force Control for Shape Memory Alloy (SMA) Actuators Roy Featherstone (reporting the work of Yee Harn Teh) Dept. Information Engineering, The Australian National University http://users.rsise.anu.edu.au/~roy/sma
More informationA BASE ISOLATION DEVICE WITH BARS IN SHAPE MEMORY ALLOYS
A BASE ISOLATION DEVICE WITH BARS IN SHAPE MEMORY ALLOYS Fabio Casciati*, Lucia Faravelli* and Karim Hamdaoui* *University of Pavia Department of Structural Mechanics, via Ferrata 1, 27100 Pavia Italy
More informationCH 6: Fatigue Failure Resulting from Variable Loading
CH 6: Fatigue Failure Resulting from Variable Loading Some machine elements are subjected to statics loads and for such elements, statics failure theories are used to predict failure (yielding or fracture).
More informationFundamental Course in Mechanical Processing of Materials. Exercises
Fundamental Course in Mechanical Processing of Materials Exercises 2017 3.2 Consider a material point subject to a plane stress state represented by the following stress tensor, Determine the principal
More informationAbstract. 1 Introduction
Ultimate deformation capacity of reinforced concrete slabs under blast load J.C.A.M. van Doormaal, J. Weeheijm TNO PrinsMaurits Laboratory, P.O. Box 45, 2280 AA Rijswijk, The Netherlands Abstract In this
More informationMECHANICS OF MATERIALS
Lecture Notes: Dr. Hussam A. Mohammed Al- Mussiab Technical College Ferdinand P. Beer, E. Russell Johnston, Jr., and John T. DeWolf Introduction Concept of Stress The main objective of the study of mechanics
More informationVALLIAMMAI ENGINEERING COLLEGE DEPARTMENT OF MECHANICAL ENGINEERING QUESTION BANK CE 6306 - STRENGTH OF MATERIALS UNIT I STRESS STRAIN DEFORMATION OF SOLIDS PART- A (2 Marks) 1. What is Hooke s Law? 2.
More informationCHAPTER 6 FINITE ELEMENT ANALYSIS
105 CHAPTER 6 FINITE ELEMENT ANALYSIS 6.1 INTRODUCTION Several theoretical approaches are considered to analyze the yielding and buckling failure modes of castellated beams. Elastic Finite Element Analysis
More informationANALYTICAL DESIGN OF SUPERELASTIC RING SPRINGS FOR HIGH ENERGY DISSIPATION
ANALYTICAL DESIGN OF SUPERELASTIC RING SPRINGS FOR HIGH ENERGY DISSIPATION SPAGGIARI Andrea 1, a *, SCIRE MAMMANO Giovanni 1,b and DRAGONI Eugenio 1,c 1 University of Modena and Reggio Emilia, Department
More informationExperimental Research on Mechanical Properties of a New TiNi Shape Memory Alloy
Key Engineering Materials Online: 24--5 ISSN: 662-9795, Vols. 274-276, pp 89-94 doi:.428/www.scientific.net/kem.274-276.89 24 Trans Tech Publications, Switzerland Experimental Research on Mechanical Properties
More informationQuestion Paper Code : 11410
Reg. No. : Question Paper Code : 11410 B.E./B.Tech. DEGREE EXAMINATION, APRIL/MAY 2011 Fourth Semester Mechanical Engineering ME 2254 STRENGTH OF MATERIALS (Common to Automobile Engineering and Production
More informationResearch Article Behaviour of NiTi SMA Helical Springs under Different Temperatures and Deflections
ISRN Materials Science Volume 13, Article ID 337, pages http://dx.doi.org/1.11/13/337 Research Article Behaviour of NiTi SMA Helical Springs under Different Temperatures and Deflections R. Santhanam, 1
More informationOptimization Design of Arm Frame of Folding Arm Type Tower Crane Based on ANSYS Ge-ning XU, Wen-ju LIU * and Yan-fei TAO
2016 International Conference on Applied Mechanics, Mechanical and Materials Engineering (AMMME 2016) ISB: 978-1-60595-409-7 Optimization Design of Arm Frame of Folding Arm Type Tower Crane Based on ASYS
More informationPart IA Paper 2: Structures and Materials MATERIALS Examples Paper 3 Stiffness-limited Design; Plastic Deformation and Properties
Engineering Part IA Paper 2: Structures and Materials MATERIALS FIRST YEAR Examples Paper 3 Stiffness-limited Design; Plastic Deformation and Properties Straightforward questions are marked with a Tripos
More informationIndeterminate Structures. Architecture 4.440
Indeterminate Structures Architecture 4.440 Outline! Introduction! Static Indeterminacy! Support Conditions! Degrees of Static Indeterminacy! Design Considerations! Conclusions Forces in the Legs of a
More informationDESIGN AND ANALYSIS OF HELICAL SPRING USING COMPOSITE MATERIALS
DESIGN AND ANALYSIS OF HELICAL SPRING USING COMPOSITE MATERIALS Mr. S. Rajkumar 1, A. Balakumar 2, K. Giri 3, R. Gobinath 4, S. Hari Prasath 5 1Assistant Professor, Department of Mechanical Engineering,
More informationADVANCES in NATURAL and APPLIED SCIENCES
ADVANCES in NATURAL and APPLIED SCIENCES ISSN: 1995-0772 Published BYAENSI Publication EISSN: 1998-1090 http://www.aensiweb.com/anas 2017 July 11(9): pages Open Access Journal Experimental and Finite Element
More informationSTATIC ANALYSIS AND MASS OPTIMIZATION OF AUTOMOTIVE VALVE SPRING
STATIC ANALYSIS AND MASS OPTIMIZATION OF AUTOMOTIVE VALVE SPRING Anant Jindal 1, Aatresha Biswas 2 1,2 Department of Mechanical Engineering, Delhi Technological University, Delhi ---------------------------------------------------------------------***---------------------------------------------------------------------
More informationBelleville Spring. The relation between the load F and the axial deflection y of each disc. Maximum stress induced at the inner edge
Belleville Spring Disc spring, also called Belleville spring are used where high capacity compression springs must fit into small spaces. Each spring consists of several annular discs that are dished to
More informationVorgezogener Versuch A:
Vorgezogener Versuch A: Formgedächtnislegierungen (Shape Memory Alloys SMA) Nicole Schai Fig. 1 PHI Engineering, www.1 Report ETH Zürich 15 th of October 2011 TABLE OF CONTENT TABLE OF CONTENT 1 ABSTRACT...
More informationThermal actuators play an essential role in automotive, protect toasters or provide overheating protection.
THERMAL ACTUATORS Thermal actuators play an essential role in automotive, device and installation technology: They open fan flaps, protect toasters or provide overheating protection. In order to choose
More informationFINITE ELEMENT ANALYSIS FOCUSED ON THE FLANGE PLATES AND CONNECTING BOLTS OF RUBER BEARINGS
9 FINITE ELEMENT ANALYSIS FOCUSED ON THE FLANGE PLATES AND CONNECTING BOLTS OF RUBER BEARINGS Mineo TAKAYAMA And Keiko MORITA SUMMARY This paper presents the results of finite element analysis of natural
More informationCHAPTER 6 PLASTIC ZONE SIZE
96 CHAPTER 6 PLASTIC ZONE SIZE This chapter elaborates on conventional methods and finite element methods to evaluate the plastic zone size at failure. An elastic-plastic finite element analysis procedure
More informationSMART VORTEX GENERATOR USING SHAPE MEMORY ALLOY
25 TH INTERNATIONAL CONGRESS OF THE AERONAUTICAL SCIENCES SMART VORTEX GENERATOR USING SHAPE MEMORY ALLOY Tadashige Ikeda*, Shinya Masuda*, Takeshi Miyasaka**, Tetsuhiko Ueda* *Nagoya University, **Gifu
More informationMechanical characterisation of orthodontic superelastic Ni-Ti wires
J. Phys. IV France 11 (21) Pr8-577 EDP Sciences, Les Ulis Mechanical characterisation of orthodontic superelastic Ni-Ti wires M. Arrigoni, F. Auricchio 1, V. Cacciafesta 2, L. Petrini 1 and R. Pietrabissa
More informationThe Effects of Geometric Parameters Under Small and Large Deformations on Dissipative Performance of Shape Memory Alloy Helical Springs
Journal of Stress Analysis Vol. 3, No. 1, Spring Summer 2018 The Effects of Geometric Parameters Under Small and Large Deformations on Dissipative Performance of Shape Memory Alloy Helical Springs Y. Mohammad
More informationStudy and Modeling Behavior of Shape Memory Alloy Wire
Study and Modeling Behavior of Shape Memory Alloy Wire Sweta A. Javalekar, Prof. Vaibhav B. Vaijapurkar, Pune Institute of Computer Technology Pune Institute of Computer Technology ABSTRACT From early
More informationStress and Deflection Analysis of Belleville Spring
IOSR Journal of Mechanical and Civil Engineering (IOSRJMCE) ISSN : 78-1684 Volume, Issue 5 (Sep-Oct 01), PP 01-06 Stress and Deflection Analysis of Belleville Spring 1 H.K.Dubey, Dr. D.V. Bhope 1 Pg Student
More informationModule 6: Smart Materials & Smart Structural Control Lecture 34: Shape Memory Alloy based Actuators. The Lecture Contains: Shape Memory Alloy
The Lecture Contains: Shape Memory Alloy Constitutive Relationship Tanaka Model file:///d /chitra/vibration_upload/lecture34/34_1.htm[6/25/2012 12:42:36 PM] Shape Memory Alloy (SMA) based Actuators Shape
More informationEFFECTS OF AXIAL FORCE ON DEFORMATION CAPACITY OF STEEL ENCASED REINFORCED CONCRETE BEAM-COLUMNS
75 EFFECTS OF AXIAL FORCE ON DEFORMATION CAPACITY OF STEEL ENCASED REINFORCED CONCRETE BEAM-COLUMNS Li LI And Chiaki MATSUI 2 SUMMARY In this paper, an analytical work has been conducted to investigate
More informationVibration Analysis of Propeller Shaft Using FEM.
Vibration Analysis of Propeller Shaft Using FEM. 1 Akshay G. Khande, 2 Shreyash A. Sable, 3 Vaibhav R. Bidwai, 4 Chandrasekhar B. Aru, 5 Brahmanand S.Jadhav 12345 Mechanical Engineering Department, Babasahebh
More informationInternational Journal of Advance Engineering and Research Development. Optimal Design & Analysis of Compression Helical Spring for Enhancement of Life
Scientific Journal of Impact Factor (SJIF): 4.72 International Journal of Advance Engineering and Research Development Volume 4, Issue 11, November -2017 e-issn (O): 2348-4470 p-issn (P): 2348-6406 Optimal
More informationEARTHQUAKE-RESISTANT BRIDGE COMPETITION STUDENT GUIDELINES
EARTHQUAKE-RESISTANT BRIDGE COMPETITION STUDENT GUIDELINES A PROJECT DEVELOPED FOR THE UNIVERSITY CONSORTIUM ON INSTRUCTIONAL SHAKE TABLES Developed by: Kurt McMullin Assistant Professor Department of
More informationPrecision Lead Screws
Precision Lead Screws ov-precision_lead_screws_divider - Updated - 18-09-2017 163 Precision Lead Screws Technical Information Precision lead screws ov-precision_lead_screws_technical_info - Updated - 18-09-2017
More informationDYNAMIC CONTROL OF PLATE WITH EMBEDDED SHAPE MEMORY ALLOY WIRES
27 TH INTERNATIONAL CONGRESS OF THE AERONAUTICAL SCIENCES DYNAMIC CONTROL OF PLATE WITH EMBEDDED SHAPE MEMORY ALLOY WIRES F. Hedayati Dezfuli, S. Khalilian, A. Abedian Keywords: shape memory alloys, natural
More informationHigh-Precision Pump Based on Shape Memory Alloys Gang Tang 1, a*, Dao-fen Guo 1, Zhi-biao Li 1, b, De-hui Liu 1, Bin Xu 1
International Conference on Automation, Mechanical Control and Computational Engineering (AMCCE ) High-Precision Pump Based on Shape Memory Alloys Gang Tang, a*, Dao-fen Guo, Zhi-biao Li, b, De-hui Liu,
More informationUser Implemented Nitinol Material Model in ANSYS
Abstract User Implemented Nitinol Material Model in ANSYS Peter R. Barrett, P.E. Computer Aided Engineering Associates, Inc. Daniel Fridline, Ph.D. Computer Aided Engineering Associates, Inc. Nitinol is
More informationCOVER SHEET. Title: Component-Based Element of Beam Local Buckling Adjacent to Connections in Fire. Authors: Guan Quan Shan-Shan Huang Ian Burgess
COVER SHEET Title: Component-Based Element of Beam Local Buckling Adjacent to Connections in Fire Authors: Guan Quan Shan-Shan Huang Ian Burgess ABSTRACT An analytical model based on the yield line mechanism
More informationOptimization of Parallel Spring Antagonists for Nitinol Shape Memory Alloy Actuators
2014 IEEE International Conference on Robotics & Automation (ICRA) Hong Kong Convention and Exhibition Center May 31 - June 7, 2014. Hong Kong, China Optimization of Parallel Spring Antagonists for Nitinol
More informationMECHANICAL PROPERTIES PROPLEM SHEET
MECHANICAL PROPERTIES PROPLEM SHEET 1. A tensile test uses a test specimen that has a gage length of 50 mm and an area = 200 mm 2. During the test the specimen yields under a load of 98,000 N. The corresponding
More informationChapter 2: Mechanical Behavior of Materials
Chapter : Mechanical Behavior of Materials Definition Mechanical behavior of a material relationship - its response (deformation) to an applied load or force Examples: strength, hardness, ductility, stiffness
More informationControl loops with detection of inner electrical resistance and fatigue-behaviour by activation of NiTi -Shape Memory Alloys
, 05006 (2009) DOI:10.1051/esomat/200905006 Owned by the authors, published by EDP Sciences, 2009 Control loops with detection of inner electrical resistance and fatigue-behaviour by activation of NiTi
More information2-day National workshop on National Building Code of India 2016 & Revised Seismic Codes
2-day National workshop on National Building Code of India 2016 & Revised Seismic Codes Structural design - Interpretation and use of some of the clauses in the codes in NBC Sumantra Sengupta Chief Manager
More informationSHARP PHASE CHANGE IN SHAPE MEMORY ALLOY THERMAL ACTUATORS FOR SUBSEA FLOW CONTROL
SHARP PHASE CHANGE IN SHAPE MEMORY ALLOY THERMAL ACTUATORS FOR SUBSEA FLOW CONTROL Eric Gilbertson Franz Hover Department of Mechanical EngineeringDepartment of Mechanical Engineering Massachusetts Institute
More informationBRACING REQUIREMENTS FOR LATERAL STABILITY
BRACING REQUIREMENTS FOR LATERAL STABILITY By John J. Zahn, 1 M. ASCE ABSTRACT: The forces induced in braces depend on the magnitude of initial imperfections (lateral bending and twist) and magnitude of
More informationDesign of Laterally Unrestrained Beams
Design of Laterally Unrestrained Beams In this chapter, the resistance of members against instability phenomena caused by a bending moment will be presented in standard cross sectional shapes, such as
More informationLab 4: Creep, Stress-Strain Response, and Stress Relaxation of Polymer Samples in Tensile Loading
11/04/2013 1 Lab 4: Creep, Stress-Strain Response, and Stress Relaxation of Polymer Samples in Tensile Loading Diana L. Nelson (d.nelson@ufl.edu) Abstract This report presents and analyzes data collected
More informationBFF1113 Engineering Materials DR. NOOR MAZNI ISMAIL FACULTY OF MANUFACTURING ENGINEERING
BFF1113 Engineering Materials DR. NOOR MAZNI ISMAIL FACULTY OF MANUFACTURING ENGINEERING Course Guidelines: 1. Introduction to Engineering Materials 2. Bonding and Properties 3. Crystal Structures & Properties
More informationDeployable Soft Composite Structures
Supplementary Information Deployable Soft Composite Structures Wei Wang 1, Hugo Rodrigue 1,2 and Sung-Hoon Ahn 1,2, 1 Department of Mechanical and Aerospace Engineering, Seoul National University, Seoul,
More informationBasic quantities of earthquake engineering. Strength Stiffness - Ductility
Basic quantities of earthquake engineering Strength Stiffness - Ductility 1 Stength is the ability to withstand applied forces. For example a concrete element is weak in tension but strong in compression.
More informationCE 221: MECHANICS OF SOLIDS I CHAPTER 3: MECHANICAL PROPERTIES OF MATERIALS
CE 221: MECHANICS OF SOLIDS I CHAPTER 3: MECHANICAL PROPERTIES OF MATERIALS By Dr. Krisada Chaiyasarn Department of Civil Engineering, Faculty of Engineering Thammasat university Outline Tension and compression
More informationChapter 12. Plastic Deformation Behavior and Models for Material
Chapter 12. Plastic Deformation Behavior and Models for Material System Health & Risk Management 1/ 20 Contents 12.1 Introduction 12.2 Stress Strain Curves 12.3 Three Dimensional Stress Strain Relationships
More informationNon-Linear Elastomeric Spring Design Using Mooney-Rivlin Constants
Non-Linear Elastomeric Spring Design Using Mooney-Rivlin Constants Amir Khalilollahi Brian P. Felker Justin W. Wetzel Pennsylvania State University, The Behrend College Abstract A new product design for
More informationSeismic Control Of Structures Using Shape Memory Alloys
Seismic Control Of Structures Using Shape Memory Alloys Gopika Shaji S 1, Manju P.M 2 1 ( Department of Civil Engineering, SNGCE, Kadayiruppu, India) 2 (Department of Civil Engineering, SNGCE, Kadayiruppu,
More informationAn Investigation of the Effect of Anisotropy on the Thermomechanical Behavior of Textured Nickel/Titanium Shape Memory Alloys
An Investigation of the Effect of Anisotropy on the Thermomechanical Behavior of Textured Nickel/Titanium Shape Memory Alloys Anthony Wheeler Advisor: Dr. Atef Saleeb Honors research Project Abstract The
More informationThermo-Mechanical Properties of Shape Memory Alloy. Tan Wee Choon, Saifulnizan Jamian and Mohd. Imran Ghazali
Thermo-Mechanical Properties of Shape Memory Alloy Tan Wee Choon, Saifulnizan Jamian and Mohd. Imran Ghazali Faculty of Mechnical and Manufacturing, Universiti Tun Hussien Onn Malaysia Abstract The Young
More informationUnit II Shear and Bending in Beams
Beams and Bending Unit II Shear and Bending in Beams 2 Marks questions and answers 1. Mention the different types of supports. i. Roller support ii. Hinged support iii. Fixed support 2. Differentiate between
More informationEXPERIMENTAL STUDY ON TWO WAY SHAPE MEMORY EFFECT TRAINING PROCEDURE FOR NiTiNOL SHAPE MEMORY ALLOY
EXPERIMENTAL STUDY ON TWO WAY SHAPE MEMORY EFFECT TRAINING PROCEDURE FOR NiTiNOL SHAPE MEMORY ALLOY O. M. A. Taha 1, M. B. Bahrom 1, O. Y. Taha 2, and M. S. Aris 3 1 Faculty of Mechanical Engineering,
More informationUNIT I SIMPLE STRESSES AND STRAINS, STRAIN ENERGY
SIDDHARTH GROUP OF INSTITUTIONS :: PUTTUR Siddharth Nagar, Narayanavanam Road 517583 QUESTION BANK (DESCRIPTIVE) Subject with Code: Year & Sem: II-B.Tech & I-Sem Course & Branch: B.Tech - ME Regulation:
More informationEffect of Loading Level and Span Length on Critical Buckling Load
Basrah Journal for Engineering Sciences, vol. 16, no. 1, 2016 15 Effect of Level and Span Length on Critical Buckling Load Marwah A. Mohsen Department of Civil Engineering University of Basrah marwahalfartusy@yahoo.com
More informationa. 50% fine pearlite, 12.5% bainite, 37.5% martensite. 590 C for 5 seconds, 350 C for 50 seconds, cool to room temperature.
Final Exam Wednesday, March 21, noon to 3:00 pm (160 points total) 1. TTT Diagrams A U.S. steel producer has four quench baths, used to quench plates of eutectoid steel to 700 C, 590 C, 350 C, and 22 C
More informationFEA and Experimental Studies of Adaptive Composite Materials with SMA Wires
FEA and Experimental Studies of Adaptive Composite Materials with SMA Wires K.Kanas, C.Lekakou and N.Vrellos Abstract This study comprises finite element simulations and experimental studies of the shape
More informationCHAPTER 2. Design Formulae for Bending
CHAPTER 2 Design Formulae for Bending Learning Objectives Appreciate the stress-strain properties of concrete and steel for R.C. design Appreciate the derivation of the design formulae for bending Apply
More informationEVALUATION OF LAMINATED HOLLOW CIRCULAR ELASTOMERIC RUBBER BEARING
EVALUATION OF LAMINATED HOLLOW CIRCULAR ELASTOMERIC RUBBER BEARING J. Sunaryati 1, Azlan Adnan 2 and M.Z. Ramli 3 1 Dept. of Civil Engineering, Engineering Faculty, Universitas Andalas. Indonesia 2 Professor,
More informationbeni-suef university journal of basic and applied sciences 5 (2016) Available online at ScienceDirect
beni-suef university journal of basic and applied sciences 5 (2016) 31 44 HOSTED BY Available online at www.sciencedirect.com ScienceDirect journal homepage: www.elsevier.com/locate/bjbas Full Length Article
More informationJoseph M. Johnson. Submitted to the Department of Mechanical Engineering in Partial Fulfillment of the Requirements for the Degree of
Experimental Study of Ductile Fracture of Tubes Under Combined Tension/Torsion by Joseph M. Johnson Submitted to the Department of Mechanical Engineering in Partial Fulfillment of the Requirements for
More informationMECHANICS OF SOLIDS IM LECTURE HOURS PER WEEK STATICS IM0232 DIFERENTIAL EQUAQTIONS
COURSE CODE INTENSITY PRE-REQUISITE CO-REQUISITE CREDITS ACTUALIZATION DATE MECHANICS OF SOLIDS IM0233 3 LECTURE HOURS PER WEEK 48 HOURS CLASSROOM ON 16 WEEKS, 96 HOURS OF INDEPENDENT WORK STATICS IM0232
More informationSEISMIC ANALYSIS OF STEEL MRF WITH SHAPE MEMORY ALLOY EQUIPPED BRACES
Int. J. Chem. Sci.: 14(S1), 2016, 211-219 ISSN 0972-768X www.sadgurupublications.com SEISMIC ANALYSIS OF STEEL MRF WITH SHAPE MEMORY ALLOY EQUIPPED BRACES B. ANAGHA * and S. ELAVENIL School of Mechanical
More informationTo have a clear idea about what really happened and to prevent the
Failure Analysis on Skunk-Arm of Electrical Tower Failure Analysis on Skunk-Arm of Electrical Tower ABSTRACT Ahmad Rivai 1, Md Radzai Said 2 1, 2 Faculty of Mechanical Engineering, Universiti Teknikal
More informationTypes of Strain. Engineering Strain: e = l l o. Shear Strain: γ = a b
Types of Strain l a g Engineering Strain: l o l o l b e = l l o l o (a) (b) (c) Shear Strain: FIGURE 2.1 Types of strain. (a) Tensile. (b) Compressive. (c) Shear. All deformation processes in manufacturing
More informationCHAPTER 4 STRENGTH AND STIFFNESS PREDICTIONS OF COMPOSITE SLABS BY FINITE ELEMENT MODEL
CHAPTER 4 STRENGTH AND STIFFNESS PREDICTIONS OF COMPOSITE SLABS BY FINITE ELEMENT MODEL 4.1. General Successful use of the finite element method in many studies involving complex structures or interactions
More informationCITY AND GUILDS 9210 Unit 130 MECHANICS OF MACHINES AND STRENGTH OF MATERIALS OUTCOME 1 TUTORIAL 1 - BASIC STRESS AND STRAIN
CITY AND GUILDS 910 Unit 130 MECHANICS O MACHINES AND STRENGTH O MATERIALS OUTCOME 1 TUTORIAL 1 - BASIC STRESS AND STRAIN Outcome 1 Explain static equilibrium, Newton's laws, and calculation of reaction
More informationA COMPARATIVE STUDY ON THE SENSITIVITY OF MAT FOUNDATION TO SOIL STRUCTURE INTERACTION
A COMPARATIVE STUDY ON THE SENSITIVITY OF MAT FOUNDATION TO SOIL STRUCTURE INTERACTION Umesh R 1, Divyashree M 2 1M.Tech student, Civil Engineering Department, P.E.S College of Engineering Mandya 2 Assistant
More informationNumerical Modeling of Slab-On-Grade Foundations
Numerical Modeling of Slab-On-Grade Foundations M. D. Fredlund 1, J. R. Stianson 2, D. G. Fredlund 3, H. Vu 4, and R. C. Thode 5 1 SoilVision Systems Ltd., 2109 McKinnon Ave S., Saskatoon, SK S7J 1N3;
More informationReinforced Concrete Design. A Fundamental Approach - Fifth Edition
CHAPTER REINFORCED CONCRETE Reinforced Concrete Design A Fundamental Approach - Fifth Edition Fifth Edition REINFORCED CONCRETE A. J. Clark School of Engineering Department of Civil and Environmental Engineering
More informationThe Static Analysis of the Truss
American Journal of Mechanical Engineering, 2016, Vol. 4, No. 7, 440-444 Available online at http://pubs.sciepub.com/ajme/4/7/38 Science and Education Publishing DOI:10.12691/ajme-4-7-38 The Static Analysis
More informationMULTI-STOREY BUILDINGS - II
38 MULTI-STOREY BUILDINGS - II 1.0 INTRODUCTION Modern design offices are generally equipped with a wide variety of structural analysis software programs, invariably based on the stiffness matrix method.
More information1. SHAPE MEMORY ALLOYS
1. SHAPE MEMORY ALLOYS Shape memory alloys have the unique ability to undergo large deformation while returning to their original undeformed shape through either the shape memory effect or the superelastic
More informationAnalogy Methods to Address Warping and Plasticity in Torsion
Paper ID #16398 Analogy Methods to Address Warping and Plasticity in Torsion Prof. Somnath Chattopadhyay, University at Buffalo, SUNY Dr. Somnath Chattopadhyay teaches mechanics, materials, manufacturing
More informationSIDDHARTH GROUP OF INSTITUTIONS :: PUTTUR Siddharth Nagar, Narayanavanam Road QUESTION BANK (DESCRIPTIVE)
SIDDHARTH GROUP OF INSTITUTIONS :: PUTTUR Siddharth Nagar, Narayanavanam Road 517583 QUESTION BANK (DESCRIPTIVE) Subject with Code :Strength of Materials-II (16CE111) Course & Branch: B.Tech - CE Year
More informationFINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BRIDGE PIER COLUMNS SUBJECTED TO SEISMIS LOADING
FINITE ELEMENT ANALYSIS OF REINFORCED CONCRETE BRIDGE PIER COLUMNS SUBJECTED TO SEISMIS LOADING By Benjamin M. Schlick University of Massachusetts Amherst Department of Civil and Environmental Engineering
More informationPrestressed bolt connection. i ii? Calculation without errors. Project information. Input section
Prestressed bolt connection i ii? 1.0 1.1 1.2 1.3 1.4 1.5 Calculation without errors. Project information Loading of the connection, basic parameters of the calculation. Calculation units Loading conditions,
More informationTHE USE OF FIELD INDENTATION MICROPROBE IN MEASURING MECHANICAL PROPERTIES OF WELDS
Recent Trends in Welding Science and Technology - TWR 89 Proceedings of the 2 nd International Conference on Trends in Welding Research Gatlinburg, Tennessee USA 14-18 May 1989 THE USE OF FIELD INDENTATION
More informationApplication Note. Operating Micropumps at Low Flow Rates
Application Note Operating Micropumps at Low Flow Rates In the following application note, achieving low flow rates with the micropumps of Bartels Mikrotechnik will be discussed. All formulas and values
More informationNetwork Arch Bridges. Presenter: Robert Salca technical support engineer, Midas UK
Network Arch Bridges Presenter: Robert Salca technical support engineer, Midas UK In order to make sure that the sound system is working well a poll will appear shortly on your screens. Please vote by
More information