All Rights 1

Size: px
Start display at page:

Download "All Rights 1"

Transcription

1 MECHANISM DESIGN OF COTTON PICKING GRIPPER Yagnesh G Limbasiya 1, Dr Jignash P.Maheta 2 PG Student (Mechanica CAD-CAM), V.V.P Engineering coege, yagnesh.imbasiya@gmai.com H.O.D -Mechanica Department in V.V.P Engineering coege, jignashapmaheta@yahoo.co.in Abstract Cotton is most important commodity in word and it cutivate by arge areas in India.cottons are pick from cotton ba by human hand which is costy and time consuming so automation of cotton picking is one way to increase profit. In this paper A mechanism of cotton picking gripper is designed for automatic picking robot. This gripper mechanism is design such that it can perform operation ike hoding cotton bos stem, grasping cotton and pucking that cotton. The various dimension of gripper are obtained from virtua mode. This designed gripper mechanism wi used in various gripper parts design and assemby aso it wi use in fabrication of gripper. Key word: four finger pivoted type grasping mechanism, sider-crank mechanism and power screw inear actuator. I. INTRODUCTION In this paper main goa is to design a mechanism for gripper which shoud be used for picking cotton from cotton bos. Cotton is a natura ceuose fiber, has a ot of characteristics such as comfortabe soft hand, good absorbency, coour retention, print we, machine-washabe, dryceanabe, good strength, drapes we, easy to hande and sew, ow easticity [1]. Sampe Coection of cotton bos. Anayse and define dimension of cotton bos and measure sampe dimensions. Define the parameter, opening and cosing and cacuation of gripper mechanism. 1. Studying process of cotton picking from cotton bos study was carried out of the picking motion of farmer at time of cotton picked from cotton bos. Among that motion best motion observing is to hod the cotton bos from stem after hoding use three fingers and thumb for grasping cotton bos and appying arm force cotton can be puck from cotton bos. Figure 1: front view and top view of cotton bo As shown in figure 1 white part which is cotton shoud be pick from cotton bos for that gripper and its mechanism shoud be design such that goa can be achieve. II. DESIGN METHODOLOGY Studying process of cotton picking from cotton bos Generate idea to manua hand picking into automated gripper picking. Seection of mechanisms for gripper. According idea creates and mechanisms seected make the virtua mode for hoding, grasping and pucking. Figure 2: method of cotton picking from cotton bos As shown in figure 2 first hoding the stem with two finger after hoding grasping cotton form cotton bos with hep of four finger after hoding puck the cotton bo and put it in cotton bag. 2. Studying process of cotton picking from cotton bos Gripper was generated to automate above cotton picking methods for that gripper shoud perform three operation hoding, grasping and pucking. To 1

2 perform above operation gripper require two fingers for hoding, four fingers for grasping and pucking mechanism for puck the cotton from cotton bos. 3. Seection of mechanisms for gripper There is various type of gripper mechanism avaiabe from that pivoted type four finger mechanisms seected for grasping operation. Fingers are open cosed with hep of power screw inear actuator. A sider crank type mechanism used for pucking operation and for hoding operation two finger pivoted type mechanism seected [2]. 4. Virtua mode of gripper According to idea generated and seection of mechanism a virtua mode was generated in creo parametric 2.0.this mode was generated on weak dimension after getting design parameter mode wi generate with strong dimension. It has four fingers pivoted type grasping mode with power screw inear actuator. It has sider crank mechanism for pucking operation and for hoding it has two finger in which one is fixed and second is movabe by pivot. samp e no Figure 4: cotton bo with dimension d= diameter of cotton bo h=height of cotton bo =ength of cotton bo stem b=ength of cotton buds a=ength of cotton buds sot a1=ength of cotton buds sot at stem t=thickness of steam A 20 sampe seected for measure the above dimension. A vernier caiper measurement instrument used to measure dimension of cotton bos. D h a a1 b t Figure 3: gripper mode with weak dimension 5. SAMPLE COLLECTION OF COTTON BOLLS Sampes were coected from 20 farms where cotton was cutivated by farmer. 6. ANALYSE AND DEFINE DIMENSION OF COTTON BOLLS AND MEASURE SAMPLE DIMENSIONS After sampe coection sampe was anaysed and define some dimension which are as beow,

3 avera ge max min Tabe: 1 sampe dimension of cotton bos in mm Figure 6: one finger grasping mode 7. Define the parameter, opening and cosing and cacuation of gripper mechanism. (1) Parameter for grasping mechanism For grasping mode four finger are at 90 ange and symmetric with horizonta axes so a finger get same parameter. To find parameter of grasping mode considering one finger of grasping mode as shown in figure, Figure 5: four finger grasping mode Figure 7: ine diagram of one finger grasping mode Where, L 5 = 0.5 pate ength L 1 =0.5 nut width L 2 = ength of ink 2 L 3 = distance between pivot joint and ink 2-3 joint L 3 = distance between point 2-3 L 4 = distance between point 4-5 L 5 = distance between point 5-6 L 6 =0.5 pate ength dy = vertica distance between center ine and tips enddx= horizonta distance between center ine and tips end Θ1= ange between ink A and horizonta Θ2= ange between ink B and horizonta Θ3= ange between ink Band ink C Θ4= ange between ink C and ink D S1=distance between o-0 S2=screw ength In above parameter some them are got by appying opening and cosing condition of gripper and other parameter are got by tria and error method. During gripper move open to cose movement foowing parameter change, Θ 1 is 45< Θ 1 <90 Θ 2 is 0< Θ 2 <90 3

4 Θ 3 and Θ 4 wi remain constant throughout mechanism running and it is Θ 3 = 150 Θ 4 = 130 At cosing position dy=0.5 Db max=0.5 10=5 mm dx > hmax so dx =1.5 hmax=1.5 65= mm Link E shoud be vertica at cosing end. Figure 10: ine diagram with parameter vaue when gripper cose Figure 8: ine diagram when gripper cose At opening position d y > 0.5 D max =0.5 71=35.5 mms d y = = mm Figure 11: ine diagram with parameter vaue when gripper is open From above vaue Linear distance movement of nut Snut S1at open S1 at cose mm (2) Force cacuation The minimum grasping force is measure by experiment and it comes 6 N per finger. This force direction is vertica at the finger tips when it coses. The force requires at starting is more compare to end. In this gripper when finger going to cose vertica force exerted at finger is increase with finger gets coser. Figure 9: ine diagram when gripper open By taking above Θ 3, Θ 4, d x, d y vaue by using tria and error method with hep of graphica technique other parameter are got which are shown at beow figure. In grasping mode power screw type inear actuator was seected. We have to find minimum torque require to rotate screw for that screw oad must be require. In grasping mechanism design torque shoud appy such that more 6 N vertica force shoud be produce at the end for that consider 6 N vertica force appy at finger tips end as shown in figure 4

5 ' F d =F COSθ (L SINθ )-F SINθ (L COSθ ) [3] g x ' =F COS(47.93)(25 SIN(15.3))-F SIN(47.93)(25 COS(15.3)) =4.42F -17.9F 1 1 F =-50.22N 1 Figure 12: force acting on grasping mode Where, F g =grasping force per finger W=oad acting on screw Figure 13: force acting on joint 1 Force acting on joint 1 due to oad W is F1 = W W = =0.67W cos(θ ) cos(47.93) 1 (1) By putting F 1 vaue in equation (1) W N As W getting negative the direction of oad is opposite side. (3) Torque require to rotate power screw A standard square singe threaded screw with made up by untreated stee materia seected which dry coefficient of friction is 0.18 [4]. screw thread size is seected according to IS standard which specification as beow, nomina diameter : d 22 mm pitch : p 5 mm core diameter : d d - p mm mean dia : dm 19.5mm 2 5 tan d m coefficient of friction tan c w(tan tan ) w( ) power : P w (1 tan tan ) ( ) dm tork require to over come the oad T P [5] 2 T N.mm Figure 14: force acting on pivoted ink From above figure 14 taking moment about pivoted joint 3, No of motor rotation require to cose the fingers S nu t M n rotation p 5 5

6 Condition for sider crank mechanism L s > L p and L p <L q Θ r is 0 to 180 Pucking stork ength is obtained by performing experiment and it wi get 40 mm. (4) Parameter for pucking mechanism Lp = =20 mm Lq>20 so Lq=30 mm Ls>20 so Ls=30 mm Lr= =160 mm Lv=2 L5=2 70=140 mm Figure 15: pucking mode As shown in figure 3 four rounds bar is connected with grasping mechanism mode. The ine diagram of grasping mode shown in beow figure, Figure 17: ine diagram with dimension of pucking mode (6) Pucking force cacuation Figure 16: ine diagram of pucking mode Where L r =ength of bar C p =cearance between pate and screw end of pucking stock end L s =distance between shaft and hoding pate L p =crank ink ength Θ r =ange between crank ink and horizonta axis L q =connecting ink ength L v =ength of mechanism hoding pate (5) Link ength soution L r =S +C p + L s + L p + L q As we know that ength of screw S =S 1max +nut width= =69.27 S=70 mm taken C p =10 mm taken Figure 18: force acting on sider crank mechanism F r get maximum at θ r =90 Let θ is the ange between connecting ink and horizonta axis θ can be cacuated as beow, 1 p sin ( ) sin ( ) 1 sin (0.666) L L q 6

7 F When hoding gripper open distance between two p Fr finger tips J=10mm COS( ) 5 Fr COS(41.81) 5 Fr 6.71N Torque require to rotate crack ink T F L N. mm c r p Aso θ fix =45 and θ mov wi change 45 to 90 but actuay it wi not change that much when gripper cosed θ mov =45. As hoding gripper connected at corner of hoding pate from thaty h =50 mm. By putting above vaue we wi get other dimension which shown in figure as beow, (7) Hoding mode Taking Y h1 = Y h2 =J t =8mm from that X h =48 mm, J h =17mm. By engineering graphics method other dimension can be obtain and that dimensions are show in beow figure. Figure 19: cotton bos stem hoding mode Figure 21: ine diagram with dimension vaue when hoding gripper is cose. Figure 20: ine diagram of hoding mode with parameter annotation. A various dimension are shown in figure 20 a fixed and a movabe ink have same dimensions. The finger tips dimension can be obtain from cotton bos stem dimension. As we know b minimum =17 mm and t minimum =2 mm From above dimension J J t c mm mm When hoding gripper cosed distance between two finger tips J=2mm Figure 22: ine diagram with dimension vaue when hoding gripper is open. From above figure 22 sider ink distance S sh =8 so sider ink have move 8 mm that inear stock ength for hoding gripper. 7

8 This hoding gripper is connected with mechanisms hoding pate which is shown in beow figure Figure 23: connection of cotton bos stem hoding mechanism with mechanism hoding pate X d L L L L b hod x r s q p minimum X hod mm. L (0.5 L ) (0.5 J ) L hod v t h o d (0.5 70) (0.5 8) 39 mm CONCLUSION By this mechanism design various parameter of gripper are achieved by which dimension of cotton picking gripper can be known and aso hepfu in assembing and fabrication of cotton picking gripper. REFERENCES [1]. on.htm [2]. Robotics technoogy and fexibe automation by S R DEB [3]. Industria Robotics technoogy, programming and appication by MIKELL P. GROOVER, MITCHELL WEISS, ROGER N. NAGEL and NICHOLAS G. ODREY. [4]. Triboogy/co_of_frict.htm [5]. Design of machine eements by V B BHANDARI 8

Technical Data for Profiles. Groove position, external dimensions and modular dimensions

Technical Data for Profiles. Groove position, external dimensions and modular dimensions Technica Data for Profies Extruded Profie Symbo A Mg Si 0.5 F 25 Materia number.206.72 Status: artificiay aged Mechanica vaues (appy ony in pressing direction) Tensie strength Rm min. 245 N/mm 2 Yied point

More information

Spring Gravity Compensation Using the Noncircular Pulley and Cable For the Less-Spring Design

Spring Gravity Compensation Using the Noncircular Pulley and Cable For the Less-Spring Design The 14th IFToMM Word Congress, Taipei, Taiwan, October 25-30, 2015 DOI Number: 10.6567/IFToMM.14TH.WC.PS3.010 Spring Gravity Compensation Using the Noncircuar Puey and Cabe For the Less-Spring Design M.C.

More information

PHYSICS LOCUS / / d dt. ( vi) mass, m moment of inertia, I. ( ix) linear momentum, p Angular momentum, l p mv l I

PHYSICS LOCUS / / d dt. ( vi) mass, m moment of inertia, I. ( ix) linear momentum, p Angular momentum, l p mv l I 6 n terms of moment of inertia, equation (7.8) can be written as The vector form of the above equation is...(7.9 a)...(7.9 b) The anguar acceeration produced is aong the direction of appied externa torque.

More information

THE OUT-OF-PLANE BEHAVIOUR OF SPREAD-TOW FABRICS

THE OUT-OF-PLANE BEHAVIOUR OF SPREAD-TOW FABRICS ECCM6-6 TH EUROPEAN CONFERENCE ON COMPOSITE MATERIALS, Sevie, Spain, -6 June 04 THE OUT-OF-PLANE BEHAVIOUR OF SPREAD-TOW FABRICS M. Wysocki a,b*, M. Szpieg a, P. Heström a and F. Ohsson c a Swerea SICOMP

More information

RELUCTANCE The resistance of a material to the flow of charge (current) is determined for electric circuits by the equation

RELUCTANCE The resistance of a material to the flow of charge (current) is determined for electric circuits by the equation INTRODUCTION Magnetism pays an integra part in amost every eectrica device used today in industry, research, or the home. Generators, motors, transformers, circuit breakers, teevisions, computers, tape

More information

3.10 Implications of Redundancy

3.10 Implications of Redundancy 118 IB Structures 2008-9 3.10 Impications of Redundancy An important aspect of redundant structures is that it is possibe to have interna forces within the structure, with no externa oading being appied.

More information

Candidate Number. General Certificate of Education Advanced Level Examination January 2012

Candidate Number. General Certificate of Education Advanced Level Examination January 2012 entre Number andidate Number Surname Other Names andidate Signature Genera ertificate of Education dvanced Leve Examination January 212 Physics PHY4/1 Unit 4 Fieds and Further Mechanics Section Tuesday

More information

Parallel-Axis Theorem

Parallel-Axis Theorem Parae-Axis Theorem In the previous exampes, the axis of rotation coincided with the axis of symmetry of the object For an arbitrary axis, the paraeaxis theorem often simpifies cacuations The theorem states

More information

1 Equations of Motion 3: Equivalent System Method

1 Equations of Motion 3: Equivalent System Method 8 Mechanica Vibrations Equations of Motion : Equivaent System Method In systems in which masses are joined by rigid ins, evers, or gears and in some distributed systems, various springs, dampers, and masses

More information

UI FORMULATION FOR CABLE STATE OF EXISTING CABLE-STAYED BRIDGE

UI FORMULATION FOR CABLE STATE OF EXISTING CABLE-STAYED BRIDGE UI FORMULATION FOR CABLE STATE OF EXISTING CABLE-STAYED BRIDGE Juan Huang, Ronghui Wang and Tao Tang Coege of Traffic and Communications, South China University of Technoogy, Guangzhou, Guangdong 51641,

More information

Instructional Objectives:

Instructional Objectives: Instructiona Objectives: At te end of tis esson, te students soud be abe to understand: Ways in wic eccentric oads appear in a weded joint. Genera procedure of designing a weded joint for eccentric oading.

More information

1D Heat Propagation Problems

1D Heat Propagation Problems Chapter 1 1D Heat Propagation Probems If the ambient space of the heat conduction has ony one dimension, the Fourier equation reduces to the foowing for an homogeneous body cρ T t = T λ 2 + Q, 1.1) x2

More information

Module 22: Simple Harmonic Oscillation and Torque

Module 22: Simple Harmonic Oscillation and Torque Modue : Simpe Harmonic Osciation and Torque.1 Introduction We have aready used Newton s Second Law or Conservation of Energy to anayze systems ike the boc-spring system that osciate. We sha now use torque

More information

CE601-Structura Anaysis I UNIT-IV SOPE-DEFECTION METHOD 1. What are the assumptions made in sope-defection method? (i) Between each pair of the supports the beam section is constant. (ii) The joint in

More information

Torsion and shear stresses due to shear centre eccentricity in SCIA Engineer Delft University of Technology. Marijn Drillenburg

Torsion and shear stresses due to shear centre eccentricity in SCIA Engineer Delft University of Technology. Marijn Drillenburg Torsion and shear stresses due to shear centre eccentricity in SCIA Engineer Deft University of Technoogy Marijn Drienburg October 2017 Contents 1 Introduction 2 1.1 Hand Cacuation....................................

More information

Lobontiu: System Dynamics for Engineering Students Website Chapter 3 1. z b z

Lobontiu: System Dynamics for Engineering Students Website Chapter 3 1. z b z Chapter W3 Mechanica Systems II Introduction This companion website chapter anayzes the foowing topics in connection to the printed-book Chapter 3: Lumped-parameter inertia fractions of basic compiant

More information

Measurement of acceleration due to gravity (g) by a compound pendulum

Measurement of acceleration due to gravity (g) by a compound pendulum Measurement of acceeration due to gravity (g) by a compound penduum Aim: (i) To determine the acceeration due to gravity (g) by means of a compound penduum. (ii) To determine radius of gyration about an

More information

Lecture 6: Moderately Large Deflection Theory of Beams

Lecture 6: Moderately Large Deflection Theory of Beams Structura Mechanics 2.8 Lecture 6 Semester Yr Lecture 6: Moderatey Large Defection Theory of Beams 6.1 Genera Formuation Compare to the cassica theory of beams with infinitesima deformation, the moderatey

More information

EECS 117 Homework Assignment 3 Spring ω ω. ω ω. ω ω. Using the values of the inductance and capacitance, the length of 2 cm corresponds 1.5π.

EECS 117 Homework Assignment 3 Spring ω ω. ω ω. ω ω. Using the values of the inductance and capacitance, the length of 2 cm corresponds 1.5π. EES 7 Homework Assignment Sprg 4. Suppose the resonant frequency is equa to ( -.5. The oad impedance is If, is equa to ( ( The ast equaity hods because ( -.5. Furthermore, ( Usg the vaues of the ductance

More information

Module 2. Analysis of Statically Indeterminate Structures by the Matrix Force Method. Version 2 CE IIT, Kharagpur

Module 2. Analysis of Statically Indeterminate Structures by the Matrix Force Method. Version 2 CE IIT, Kharagpur odue 2 naysis of Staticay ndeterminate Structures by the atri Force ethod Version 2 E T, Kharagpur esson 12 The Three-oment Equations- Version 2 E T, Kharagpur nstructiona Objectives fter reading this

More information

In-plane shear stiffness of bare steel deck through shell finite element models. G. Bian, B.W. Schafer. June 2017

In-plane shear stiffness of bare steel deck through shell finite element models. G. Bian, B.W. Schafer. June 2017 In-pane shear stiffness of bare stee deck through she finite eement modes G. Bian, B.W. Schafer June 7 COLD-FORMED STEEL RESEARCH CONSORTIUM REPORT SERIES CFSRC R-7- SDII Stee Diaphragm Innovation Initiative

More information

VTU-NPTEL-NMEICT Project

VTU-NPTEL-NMEICT Project MODUE-X -CONTINUOUS SYSTEM : APPROXIMATE METHOD VIBRATION ENGINEERING 14 VTU-NPTE-NMEICT Project Progress Report The Project on Deveopment of Remaining Three Quadrants to NPTE Phase-I under grant in aid

More information

EXPERIMENT 5 MOLAR CONDUCTIVITIES OF AQUEOUS ELECTROLYTES

EXPERIMENT 5 MOLAR CONDUCTIVITIES OF AQUEOUS ELECTROLYTES EXPERIMENT 5 MOLR CONDUCTIVITIES OF QUEOUS ELECTROLYTES Objective: To determine the conductivity of various acid and the dissociation constant, K for acetic acid a Theory. Eectrica conductivity in soutions

More information

Numerical simulation of javelin best throwing angle based on biomechanical model

Numerical simulation of javelin best throwing angle based on biomechanical model ISSN : 0974-7435 Voume 8 Issue 8 Numerica simuation of javein best throwing ange based on biomechanica mode Xia Zeng*, Xiongwei Zuo Department of Physica Education, Changsha Medica University, Changsha

More information

(Specifications A and B)

(Specifications A and B) Centre Number Surname Candidate Number For Examiner s Use Other Names Candidate Signature Examiner s Initias Genera Certificate of Education Advanced Subsidiary Examination June 2011 Question 1 2 Mark

More information

СРАВНИТЕЛЕН АНАЛИЗ НА МОДЕЛИ НА ГРЕДИ НА ЕЛАСТИЧНА ОСНОВА COMPARATIVE ANALYSIS OF ELASTIC FOUNDATION MODELS FOR BEAMS

СРАВНИТЕЛЕН АНАЛИЗ НА МОДЕЛИ НА ГРЕДИ НА ЕЛАСТИЧНА ОСНОВА COMPARATIVE ANALYSIS OF ELASTIC FOUNDATION MODELS FOR BEAMS СРАВНИТЕЛЕН АНАЛИЗ НА МОДЕЛИ НА ГРЕДИ НА ЕЛАСТИЧНА ОСНОВА Милко Стоянов Милошев 1, Константин Савков Казаков 2 Висше Строително Училище Л. Каравелов - София COMPARATIVE ANALYSIS OF ELASTIC FOUNDATION MODELS

More information

Lecture 9. Stability of Elastic Structures. Lecture 10. Advanced Topic in Column Buckling

Lecture 9. Stability of Elastic Structures. Lecture 10. Advanced Topic in Column Buckling Lecture 9 Stabiity of Eastic Structures Lecture 1 Advanced Topic in Coumn Bucking robem 9-1: A camped-free coumn is oaded at its tip by a oad. The issue here is to find the itica bucking oad. a) Suggest

More information

DYNAMIC RESPONSE OF CIRCULAR FOOTINGS ON SATURATED POROELASTIC HALFSPACE

DYNAMIC RESPONSE OF CIRCULAR FOOTINGS ON SATURATED POROELASTIC HALFSPACE 3 th Word Conference on Earthquake Engineering Vancouver, B.C., Canada August -6, 4 Paper No. 38 DYNAMIC RESPONSE OF CIRCULAR FOOTINGS ON SATURATED POROELASTIC HALFSPACE Bo JIN SUMMARY The dynamic responses

More information

International Journal of Advance Engineering and Research Development

International Journal of Advance Engineering and Research Development Scientific Journa of Impact Factor (SJIF): 4.4 Internationa Journa of Advance Engineering and Research Deveopment Voume 3, Issue 3, March -206 e-issn (O): 2348-4470 p-issn (P): 2348-6406 Study and comparison

More information

PRINT ON CLEAR TRANSPARENCY MATERIAL AZIMUTH POINTER THE SUNDIAL PRIMER. r p "DIALLING BUDDY" Dec. Jun VERNAL (SPRING) EQUINOX

PRINT ON CLEAR TRANSPARENCY MATERIAL AZIMUTH POINTER THE SUNDIAL PRIMER. r p DIALLING BUDDY Dec. Jun VERNAL (SPRING) EQUINOX PRINT ON CLEAR TRANSPARENCY MATERIAL -2 Ma y -1 A p r 11 10 9 8 S e p M a r VERNAL (SPRING) +1 Oc t 1 2 3 4 +2 SUMMER SOLSTICE AM 5 6 7 9 8 10 11 AUTUMNAL (FALL) 7 6 5 4 3 2 1 PM WINTER SOLSTICE LATITUDE

More information

Work and energy method. Exercise 1 : Beam with a couple. Exercise 1 : Non-linear loaddisplacement. Exercise 2 : Horizontally loaded frame

Work and energy method. Exercise 1 : Beam with a couple. Exercise 1 : Non-linear loaddisplacement. Exercise 2 : Horizontally loaded frame Work and energy method EI EI T x-axis Exercise 1 : Beam with a coupe Determine the rotation at the right support of the construction dispayed on the right, caused by the coupe T using Castigiano s nd theorem.

More information

Lecture Notes for Math 251: ODE and PDE. Lecture 34: 10.7 Wave Equation and Vibrations of an Elastic String

Lecture Notes for Math 251: ODE and PDE. Lecture 34: 10.7 Wave Equation and Vibrations of an Elastic String ecture Notes for Math 251: ODE and PDE. ecture 3: 1.7 Wave Equation and Vibrations of an Eastic String Shawn D. Ryan Spring 212 ast Time: We studied other Heat Equation probems with various other boundary

More information

Model Solutions (week 4)

Model Solutions (week 4) CIV-E16 (17) Engineering Computation and Simuation 1 Home Exercise 6.3 Mode Soutions (week 4) Construct the inear Lagrange basis functions (noda vaues as degrees of freedom) of the ine segment reference

More information

Forces of Friction. through a viscous medium, there will be a resistance to the motion. and its environment

Forces of Friction. through a viscous medium, there will be a resistance to the motion. and its environment Forces of Friction When an object is in motion on a surface or through a viscous medium, there wi be a resistance to the motion This is due to the interactions between the object and its environment This

More information

SPRINGS - Functions. Spring Classifications. Spring Performance Characteristics DEFINITION FUNCTIONS C R I T E R I A. Spring rate (spring constant) k

SPRINGS - Functions. Spring Classifications. Spring Performance Characteristics DEFINITION FUNCTIONS C R I T E R I A. Spring rate (spring constant) k SPRINGS - unctions DEINITION machine parts that are designed and constructed to give a reativey arge eastic deection when oaded UNCTIONS To appy oad and to contro motion (brakes & cutches, cam oowers,

More information

General Certificate of Education Advanced Level Examination June 2010

General Certificate of Education Advanced Level Examination June 2010 Genera Certificate of Education Advanced Leve Examination June 2010 Human Bioogy HBI6T/P10/task Unit 6T A2 Investigative Skis Assignment Task Sheet The effect of temperature on the rate of photosynthesis

More information

Version 2.2 NE03 - Faraday's Law of Induction

Version 2.2 NE03 - Faraday's Law of Induction Definition Version. Laboratory Manua Department of Physics he University of Hong Kong Aims o demonstrate various properties of Faraday s Law such as: 1. Verify the aw.. Demonstrate the ighty damped osciation

More information

Traffic data collection

Traffic data collection Chapter 32 Traffic data coection 32.1 Overview Unike many other discipines of the engineering, the situations that are interesting to a traffic engineer cannot be reproduced in a aboratory. Even if road

More information

LECTURE 10. The world of pendula

LECTURE 10. The world of pendula LECTURE 0 The word of pendua For the next few ectures we are going to ook at the word of the pane penduum (Figure 0.). In a previous probem set we showed that we coud use the Euer- Lagrange method to derive

More information

1. Measurements and error calculus

1. Measurements and error calculus EV 1 Measurements and error cacuus 11 Introduction The goa of this aboratory course is to introduce the notions of carrying out an experiment, acquiring and writing up the data, and finay anayzing the

More information

Term Test AER301F. Dynamics. 5 November The value of each question is indicated in the table opposite.

Term Test AER301F. Dynamics. 5 November The value of each question is indicated in the table opposite. U N I V E R S I T Y O F T O R O N T O Facuty of Appied Science and Engineering Term Test AER31F Dynamics 5 November 212 Student Name: Last Name First Names Student Number: Instructions: 1. Attempt a questions.

More information

PhysicsAndMathsTutor.com

PhysicsAndMathsTutor.com . Two points A and B ie on a smooth horizonta tabe with AB = a. One end of a ight eastic spring, of natura ength a and moduus of easticity mg, is attached to A. The other end of the spring is attached

More information

APPENDIX C FLEXING OF LENGTH BARS

APPENDIX C FLEXING OF LENGTH BARS Fexing of ength bars 83 APPENDIX C FLEXING OF LENGTH BARS C.1 FLEXING OF A LENGTH BAR DUE TO ITS OWN WEIGHT Any object ying in a horizonta pane wi sag under its own weight uness it is infinitey stiff or

More information

TAM 212 Worksheet 9: Cornering and banked turns

TAM 212 Worksheet 9: Cornering and banked turns Name: Group members: TAM 212 Worksheet 9: Cornering and banked turns The aim of this worksheet is to understand how vehices drive around curves, how sipping and roing imit the maximum speed, and how banking

More information

High Efficiency Development of a Reciprocating Compressor by Clarification of Loss Generation in Bearings

High Efficiency Development of a Reciprocating Compressor by Clarification of Loss Generation in Bearings Purdue University Purdue e-pubs Internationa Compressor Engineering Conference Schoo of Mechanica Engineering 2010 High Efficiency Deveopment of a Reciprocating Compressor by Carification of Loss Generation

More information

(Refer Slide Time: 2:34) L C V

(Refer Slide Time: 2:34) L C V Microwave Integrated Circuits Professor Jayanta Mukherjee Department of Eectrica Engineering Indian Intitute of Technoogy Bombay Modue 1 Lecture No 2 Refection Coefficient, SWR, Smith Chart. Heo wecome

More information

CHAPTER 9. Columns and Struts

CHAPTER 9. Columns and Struts CHATER 9 Coumns and Struts robem. Compare the ratio of the strength of soid stee coumn to that of the hoow stee coumn of the same cross-sectiona area. The interna diameter of the hoow coumn is /th of the

More information

ISSN: [Alkhatib* et al., 5(10): October, 2016] Impact Factor: 4.116

ISSN: [Alkhatib* et al., 5(10): October, 2016] Impact Factor: 4.116 [Akhatib* et a., 5(10): October, 2016] Impact Factor: 4.116 IC Vaue: 3.00 IJESRT INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY VIBRATION ANALYSIS, SHAPE AND DESIGN OF MOTORCYCLE MOUNTING

More information

Mechanics 3. Elastic strings and springs

Mechanics 3. Elastic strings and springs Chapter assessment Mechanics 3 Eastic strings and springs. Two identica ight springs have natura ength m and stiffness 4 Nm -. One is suspended verticay with its upper end fixed to a ceiing and a partice

More information

MARKOV CHAINS AND MARKOV DECISION THEORY. Contents

MARKOV CHAINS AND MARKOV DECISION THEORY. Contents MARKOV CHAINS AND MARKOV DECISION THEORY ARINDRIMA DATTA Abstract. In this paper, we begin with a forma introduction to probabiity and expain the concept of random variabes and stochastic processes. After

More information

Physics Dynamics: Springs

Physics Dynamics: Springs F A C U L T Y O F E D U C A T I O N Department of Curricuum and Pedagogy Physics Dynamics: Springs Science and Mathematics Education Research Group Supported by UBC Teaching and Learning Enhancement Fund

More information

CABLE SUPPORTED STRUCTURES

CABLE SUPPORTED STRUCTURES CABLE SUPPORTED STRUCTURES STATIC AND DYNAMIC ANALYSIS OF CABLES 3/22/2005 Prof. dr Stanko Brcic 1 Cabe Supported Structures Suspension bridges Cabe-Stayed Bridges Masts Roof structures etc 3/22/2005 Prof.

More information

Sure Shot 2016 Electric Current By M K Ezaz

Sure Shot 2016 Electric Current By M K Ezaz Sure Shot 06 Eectric Current B M K Ezaz. A 0 V batter of negigibe interna resistance is connected across a 00 V batter and a resistance of 38 Ω. Find the vaue of the current in circuit. () E 00 0 A: I

More information

Previous Years Problems on System of Particles and Rotional Motion for NEET

Previous Years Problems on System of Particles and Rotional Motion for NEET P-8 JPME Topicwise Soved Paper- PHYSCS Previous Years Probems on Sstem of Partices and otiona Motion for NEET This Chapter Previous Years Probems on Sstem of Partices and otiona Motion for NEET is taken

More information

SECTION A. Question 1

SECTION A. Question 1 SECTION A Question 1 (a) In the usua notation derive the governing differentia equation of motion in free vibration for the singe degree of freedom system shown in Figure Q1(a) by using Newton's second

More information

Cantilever Beam Static and Dynamic Response Comparison with Mid-Point Bending for Thin MDF Composite Panels

Cantilever Beam Static and Dynamic Response Comparison with Mid-Point Bending for Thin MDF Composite Panels Cantiever Beam Static and Dynamic Response Comparison with Mid-Point Bending for Thin MDF Composite Panes John F. Hunt, a, * Houjiang Zhang, b Zhiren Guo, b and Feng Fu c A new cantiever beam apparatus

More information

THE THREE POINT STEINER PROBLEM ON THE FLAT TORUS: THE MINIMAL LUNE CASE

THE THREE POINT STEINER PROBLEM ON THE FLAT TORUS: THE MINIMAL LUNE CASE THE THREE POINT STEINER PROBLEM ON THE FLAT TORUS: THE MINIMAL LUNE CASE KATIE L. MAY AND MELISSA A. MITCHELL Abstract. We show how to identify the minima path network connecting three fixed points on

More information

Candidate Number. General Certificate of Education Advanced Level Examination June 2010

Candidate Number. General Certificate of Education Advanced Level Examination June 2010 Centre Number Surname Candidate Number For Examiner s Use Other Names Candidate Signature Examiner s Initias Genera Certificate of Education Advanced Leve Examination June 2010 Question 1 2 Mark Physics

More information

SIMULATION OF TEXTILE COMPOSITE REINFORCEMENT USING ROTATION FREE SHELL FINITE ELEMENT

SIMULATION OF TEXTILE COMPOSITE REINFORCEMENT USING ROTATION FREE SHELL FINITE ELEMENT 8 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS SIMULATION OF TEXTILE COMPOSITE REINFORCEMENT USING ROTATION FREE SHELL FINITE ELEMENT P. Wang, N. Hamia *, P. Boisse Universite de Lyon, INSA-Lyon,

More information

Gauss Law. 2. Gauss s Law: connects charge and field 3. Applications of Gauss s Law

Gauss Law. 2. Gauss s Law: connects charge and field 3. Applications of Gauss s Law Gauss Law 1. Review on 1) Couomb s Law (charge and force) 2) Eectric Fied (fied and force) 2. Gauss s Law: connects charge and fied 3. Appications of Gauss s Law Couomb s Law and Eectric Fied Couomb s

More information

XI PHYSICS. M. Affan Khan LECTURER PHYSICS, AKHSS, K. https://promotephysics.wordpress.com

XI PHYSICS. M. Affan Khan LECTURER PHYSICS, AKHSS, K. https://promotephysics.wordpress.com XI PHYSICS M. Affan Khan LECTURER PHYSICS, AKHSS, K affan_414@ive.com https://promotephysics.wordpress.com [TORQUE, ANGULAR MOMENTUM & EQUILIBRIUM] CHAPTER NO. 5 Okay here we are going to discuss Rotationa

More information

Chimney fan RSHT. Chimney fan RSHT. Technical data

Chimney fan RSHT. Chimney fan RSHT. Technical data Chimney fan RSHT High temperature resistant exodraft fan type RSHT is a speciay designed fue gas fan with horizonta discharge. It is fitted to the termination point of the chimney and there creating a

More information

General Certificate of Education Advanced Level Examination June 2010

General Certificate of Education Advanced Level Examination June 2010 Genera Certificate of Education Advanced Leve Examination June 2010 Human Bioogy HBI6T/Q10/task Unit 6T A2 Investigative Skis Assignment Task Sheet The effect of using one or two eyes on the perception

More information

GOYAL BROTHERS PRAKASHAN

GOYAL BROTHERS PRAKASHAN Assignments in Mathematics Cass IX (Term 2) 14. STATISTICS IMPORTANT TERMS, DEFINITIONS AND RESULTS The facts or figures, which are numerica or otherwise, coected with a definite purpose are caed data.

More information

6.434J/16.391J Statistics for Engineers and Scientists May 4 MIT, Spring 2006 Handout #17. Solution 7

6.434J/16.391J Statistics for Engineers and Scientists May 4 MIT, Spring 2006 Handout #17. Solution 7 6.434J/16.391J Statistics for Engineers and Scientists May 4 MIT, Spring 2006 Handout #17 Soution 7 Probem 1: Generating Random Variabes Each part of this probem requires impementation in MATLAB. For the

More information

Numerical methods for PDEs FEM - abstract formulation, the Galerkin method

Numerical methods for PDEs FEM - abstract formulation, the Galerkin method Patzhater für Bid, Bid auf Titefoie hinter das Logo einsetzen Numerica methods for PDEs FEM - abstract formuation, the Gaerkin method Dr. Noemi Friedman Contents of the course Fundamentas of functiona

More information

BP neural network-based sports performance prediction model applied research

BP neural network-based sports performance prediction model applied research Avaiabe onine www.jocpr.com Journa of Chemica and Pharmaceutica Research, 204, 6(7:93-936 Research Artice ISSN : 0975-7384 CODEN(USA : JCPRC5 BP neura networ-based sports performance prediction mode appied

More information

7. FORCE ANALYSIS. Fundamentals F C

7. FORCE ANALYSIS. Fundamentals F C ME 352 ORE NLYSIS 7. ORE NLYSIS his chapter discusses some of the methodologies used to perform force analysis on mechanisms. he chapter begins with a review of some fundamentals of force analysis using

More information

Bayesian Learning. You hear a which which could equally be Thanks or Tanks, which would you go with?

Bayesian Learning. You hear a which which could equally be Thanks or Tanks, which would you go with? Bayesian Learning A powerfu and growing approach in machine earning We use it in our own decision making a the time You hear a which which coud equay be Thanks or Tanks, which woud you go with? Combine

More information

1) For a block of mass m to slide without friction up a rise of height h, the minimum initial speed of the block must be

1) For a block of mass m to slide without friction up a rise of height h, the minimum initial speed of the block must be v m 1) For a bock of mass m to side without friction up a rise of height h, the minimum initia speed of the bock must be a ) gh b ) gh d ) gh e ) gh c ) gh P h b 3 15 ft 3) A man pus a pound crate up a

More information

Automobile Prices in Market Equilibrium. Berry, Pakes and Levinsohn

Automobile Prices in Market Equilibrium. Berry, Pakes and Levinsohn Automobie Prices in Market Equiibrium Berry, Pakes and Levinsohn Empirica Anaysis of demand and suppy in a differentiated products market: equiibrium in the U.S. automobie market. Oigopoistic Differentiated

More information

WEEK 1 Dynamics of Machinery

WEEK 1 Dynamics of Machinery WEEK 1 Dynamics of Machinery References Theory of Machines and Mechanisms, J.J. Uicker, G.R.Pennock ve J.E. Shigley, 2003 Makine Dinamiği, Prof. Dr. Eres SÖYLEMEZ, 2013 Uygulamalı Makine Dinamiği, Jeremy

More information

Add Math (4044/02) (+) x (+) 2. Find the coordinates of the points of intersection of the curve xy 2 the line 2y 1 x 0. [5]

Add Math (4044/02) (+) x (+) 2. Find the coordinates of the points of intersection of the curve xy 2 the line 2y 1 x 0. [5] Add Math (444/) Requirement : Answer a questions Tota mars : 7 Duration : hour 45 minutes. Sove the inequaity 5 and represent the soution set on the number ine. [4] 5 4 From the setch on number ine, we

More information

OSCILLATIONS. dt x = (1) Where = k m

OSCILLATIONS. dt x = (1) Where = k m OSCILLATIONS Periodic Motion. Any otion, which repeats itsef at reguar interva of tie, is caed a periodic otion. Eg: 1) Rotation of earth around sun. 2) Vibrations of a sipe penduu. 3) Rotation of eectron

More information

On a geometrical approach in contact mechanics

On a geometrical approach in contact mechanics Institut für Mechanik On a geometrica approach in contact mechanics Aexander Konyukhov, Kar Schweizerhof Universität Karsruhe, Institut für Mechanik Institut für Mechanik Kaiserstr. 12, Geb. 20.30 76128

More information

2.1. Cantilever The Hooke's law

2.1. Cantilever The Hooke's law .1. Cantiever.1.1 The Hooke's aw The cantiever is the most common sensor of the force interaction in atomic force microscopy. The atomic force microscope acquires any information about a surface because

More information

1 Equivalent SDOF Approach. Sri Tudjono 1,*, and Patria Kusumaningrum 2

1 Equivalent SDOF Approach. Sri Tudjono 1,*, and Patria Kusumaningrum 2 MATEC Web of Conferences 159, 01005 (018) IJCAET & ISAMPE 017 https://doi.org/10.1051/matecconf/01815901005 Dynamic Response of RC Cantiever Beam by Equivaent Singe Degree of Freedom Method on Eastic Anaysis

More information

MVS. Multichannel Verification System

MVS. Multichannel Verification System MVS Mutichanne Verification System Increase iquid handing quaity with easy, reiabe performance verification. Are your iquid handers transferring critica voumes accuratey and precisey? Woud you know if

More information

Induction and Inductance

Induction and Inductance Induction and Inductance How we generate E by B, and the passive component inductor in a circuit. 1. A review of emf and the magnetic fux. 2. Faraday s Law of Induction 3. Lentz Law 4. Inductance and inductor

More information

12.2. Maxima and Minima. Introduction. Prerequisites. Learning Outcomes

12.2. Maxima and Minima. Introduction. Prerequisites. Learning Outcomes Maima and Minima 1. Introduction In this Section we anayse curves in the oca neighbourhood of a stationary point and, from this anaysis, deduce necessary conditions satisfied by oca maima and oca minima.

More information

Assignments in Mathematics Class IX (Term 2) PROBABILITY IMPORTANT TERMS, DEFINITIONS AND RESULTS P E = SUMMATIVE ASSESSMENT

Assignments in Mathematics Class IX (Term 2) PROBABILITY IMPORTANT TERMS, DEFINITIONS AND RESULTS P E = SUMMATIVE ASSESSMENT Assignments in Mathematics Cass IX (Term ) PROBABILITY IMPORTANT TERMS, DEFINITIONS AND RESULTS The science which measures the degree of uncertainty is caed probabiity. In the experimenta approach to probabiity,

More information

KINGS COLLEGE OF ENGINEERING DEPARTMENT OF CIVIL ENGINEERING. Question Bank. Sub. Code/Name: CE1303 Structural Analysis-I

KINGS COLLEGE OF ENGINEERING DEPARTMENT OF CIVIL ENGINEERING. Question Bank. Sub. Code/Name: CE1303 Structural Analysis-I KINGS COLLEGE OF ENGINEERING DEPARTMENT OF CIVIL ENGINEERING Question Bank Sub. Code/Name: CE1303 Structura Anaysis-I Year: III Sem:V UNIT-I DEFLECTION OF DETERMINATE STRUCTURES 1.Why is it necessary to

More information

ELASTICITY PREVIOUS EAMCET QUESTIONS ENGINEERING

ELASTICITY PREVIOUS EAMCET QUESTIONS ENGINEERING ELASTICITY PREVIOUS EAMCET QUESTIONS ENGINEERING. If the ratio of engths, radii and young s modui of stee and brass wires shown in the figure are a, b and c respectivey, the ratio between the increase

More information

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA ADVANCED MECHANICAL PRINCIPLES AND APPLICATIONS UNIT 18 NQF LEVEL 3

EDEXCEL NATIONAL CERTIFICATE/DIPLOMA ADVANCED MECHANICAL PRINCIPLES AND APPLICATIONS UNIT 18 NQF LEVEL 3 EDEXCEL NATIONAL CERTIFICATE/DIPLOMA ADVANCED MECHANICAL PRINCIPLES AND APPLICATIONS UNIT 18 NQF LEVEL 3 OUTCOME 3 BE ABLE TO DETERMINE RELATIVE AND RESULTANT VELOCITY IN ENGINEERING SYSTEMS Resultant

More information

FRST Multivariate Statistics. Multivariate Discriminant Analysis (MDA)

FRST Multivariate Statistics. Multivariate Discriminant Analysis (MDA) 1 FRST 531 -- Mutivariate Statistics Mutivariate Discriminant Anaysis (MDA) Purpose: 1. To predict which group (Y) an observation beongs to based on the characteristics of p predictor (X) variabes, using

More information

CS229 Lecture notes. Andrew Ng

CS229 Lecture notes. Andrew Ng CS229 Lecture notes Andrew Ng Part IX The EM agorithm In the previous set of notes, we taked about the EM agorithm as appied to fitting a mixture of Gaussians. In this set of notes, we give a broader view

More information

AN INVESTIGATION ON SEISMIC ANALYSIS OF SHALLOW TUNEELS IN SOIL MEDIUM

AN INVESTIGATION ON SEISMIC ANALYSIS OF SHALLOW TUNEELS IN SOIL MEDIUM The 4 th October -7, 8, Beijing, China AN INVESTIGATION ON SEISMIC ANALYSIS OF SHALLOW TUNEELS IN SOIL MEDIUM J. Boouri Bazaz and V. Besharat Assistant Professor, Dept. of Civi Engineering, Ferdowsi University,

More information

PROBLEMS. Apago PDF Enhancer

PROBLEMS. Apago PDF Enhancer PROLMS 15.105 900-mm rod rests on a horizonta tabe. force P appied as shown produces the foowing acceerations: a 5 3.6 m/s 2 to the right, a 5 6 rad/s 2 countercockwise as viewed from above. etermine the

More information

KLINGERballostar-A Ball valve with flange connection and full port, long

KLINGERballostar-A Ball valve with flange connection and full port, long KLINGERaostar-A Ba vave with ange connection and u port, ong A Type KHA-FL Mareria code III/ Grey cast iron PN G Pressure and temperature imits see pages -1 h h5 SW 1 H Øk ± 0, rotated in the section Lever

More information

Introduction. Figure 1 W8LC Line Array, box and horn element. Highlighted section modelled.

Introduction. Figure 1 W8LC Line Array, box and horn element. Highlighted section modelled. imuation of the acoustic fied produced by cavities using the Boundary Eement Rayeigh Integra Method () and its appication to a horn oudspeaer. tephen Kirup East Lancashire Institute, Due treet, Bacburn,

More information

Long Carbon Europe Sections and Merchant Bars. Design Guide for Floor Vibrations

Long Carbon Europe Sections and Merchant Bars. Design Guide for Floor Vibrations Long Carbon Europe Sections and Merchant Bars Design Guide for Foor Vibrations Caude Vasconi Architecte - Chambre de Commerce de Luxembourg This design guide presents a method for assessing foor vibrations

More information

Two Kinds of Parabolic Equation algorithms in the Computational Electromagnetics

Two Kinds of Parabolic Equation algorithms in the Computational Electromagnetics Avaiabe onine at www.sciencedirect.com Procedia Engineering 9 (0) 45 49 0 Internationa Workshop on Information and Eectronics Engineering (IWIEE) Two Kinds of Paraboic Equation agorithms in the Computationa

More information

CONCHOID OF NICOMEDES AND LIMACON OF PASCAL AS ELECTRODE OF STATIC FIELD AND AS WAVEGUIDE OF HIGH FREQUENCY WAVE

CONCHOID OF NICOMEDES AND LIMACON OF PASCAL AS ELECTRODE OF STATIC FIELD AND AS WAVEGUIDE OF HIGH FREQUENCY WAVE Progress In Eectromagnetics Research, PIER 30, 73 84, 001 CONCHOID OF NICOMEDES AND LIMACON OF PASCAL AS ELECTRODE OF STATIC FIELD AND AS WAVEGUIDE OF HIGH FREQUENCY WAVE W. Lin and Z. Yu University of

More information

Chapter 11: Two-Phase Flow and Heat Transfer Forced Convective Boiling in Tubes

Chapter 11: Two-Phase Flow and Heat Transfer Forced Convective Boiling in Tubes 11.5 Forced Convective 11.5.1 Regimes in Horizonta and Vertica Tubes The typica sequence of fow regimes for upward fow forced convective boiing in a uniformy-heated vertica tube (q =const) is shown in

More information

Separation of Variables and a Spherical Shell with Surface Charge

Separation of Variables and a Spherical Shell with Surface Charge Separation of Variabes and a Spherica She with Surface Charge In cass we worked out the eectrostatic potentia due to a spherica she of radius R with a surface charge density σθ = σ cos θ. This cacuation

More information

Tracking Control of Multiple Mobile Robots

Tracking Control of Multiple Mobile Robots Proceedings of the 2001 IEEE Internationa Conference on Robotics & Automation Seou, Korea May 21-26, 2001 Tracking Contro of Mutipe Mobie Robots A Case Study of Inter-Robot Coision-Free Probem Jurachart

More information

Bourgain s Theorem. Computational and Metric Geometry. Instructor: Yury Makarychev. d(s 1, s 2 ).

Bourgain s Theorem. Computational and Metric Geometry. Instructor: Yury Makarychev. d(s 1, s 2 ). Bourgain s Theorem Computationa and Metric Geometry Instructor: Yury Makarychev 1 Notation Given a metric space (X, d) and S X, the distance from x X to S equas d(x, S) = inf d(x, s). s S The distance

More information

A Simple and Efficient Algorithm of 3-D Single-Source Localization with Uniform Cross Array Bing Xue 1 2 a) * Guangyou Fang 1 2 b and Yicai Ji 1 2 c)

A Simple and Efficient Algorithm of 3-D Single-Source Localization with Uniform Cross Array Bing Xue 1 2 a) * Guangyou Fang 1 2 b and Yicai Ji 1 2 c) A Simpe Efficient Agorithm of 3-D Singe-Source Locaization with Uniform Cross Array Bing Xue a * Guangyou Fang b Yicai Ji c Key Laboratory of Eectromagnetic Radiation Sensing Technoogy, Institute of Eectronics,

More information

Development of a Six-Axis Force/Moment Sensor with Rectangular Taper Beams for an Intelligent Robot

Development of a Six-Axis Force/Moment Sensor with Rectangular Taper Beams for an Intelligent Robot Internationa Deveopment Journa of a Contro Six-Axis Automation Force/Moment and Systems Sensor with vo. Rectanguar 5 no. 4 pp. Taper 49-48 Beams August for an 007 Inteigent Robot 49 Deveopment of a Six-Axis

More information

Modal analysis of a multi-blade system undergoing rotational motion

Modal analysis of a multi-blade system undergoing rotational motion Journa of Mechanica Science and Technoogy 3 (9) 5~58 Journa of Mechanica Science and Technoogy www.springerin.com/content/738-494x DOI.7/s6-9-43-3 Moda anaysis of a muti-bade system undergoing rotationa

More information