2.r. r, nB
Design of a partialty Parallel Stump Jump M
usrng
Computer -Aided Design
B.B.S Lutchmeea
Thesis Submitted for the degree
Master of Applied Science
The University of Adelaide Australia
(Faculty of
Agricultural
and Natural Resource Science)by
of
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iv4ay 1997
TABLE OF CONTENTS
Table of Figures
List
of Tables Acknowledgments Declaration Abstract1. LITERATURE REVIEW
1.
I
Stump-jump mechanism 1.2 Historical background1.3 Cunent stump-jumP mechanism 1.3.1
Coil
type stump-jurnP 1.3.2 Cushion spring tYPe.I.3.2.I
Forward-mounted cushion spring 1.3.2.2 Rear-mounted cushion sprin g 1.3.3 Lock toggle tyPe1.3.4 Hydraulic type
1.4 Past research on stump-jump mechanism 1.5 Forces acting on the stump-jump mechanism 1.6 Computer Aided Design
(CAD)
1.6. 1 Kinematic synthesis/analysis of mechanism
1.6.2 Computer-Aided design of spring loaded mechanism 1.6.3 Rigid body motion/Finiæ element analysis
1.7 Desirable features of a stump-jump mechanism
1.8 Factors alt'ecting the design of stump-
jump
mechanism1. 8. 1 Desirable characteristics of stump-ìump mechanisms 1.8.1.1
Avoid
excess storage of energy1.8.I.2
Setting of Pre-load 1.8.1.3 Re-entrY of tine into soil2. KINEMATIC DESIGN OF THE MECHANISM 2.l lntroduction
2.2 Desirable kinematic specifications of the mechanism 2.3 Kinematic Design of the mechanism
2.3.lThe
approach via the computer package 2.3.2 Procedure fbr kinematic designlv
iv vi
vü4
4 4-5 -5
6 6 6 7 tì
9
13
2T
22 22 22 22 22
23
23 26l5
16
t7 l8
26 26 27
2.4 Results
2t
2.5 Discussion and Conclusions
3. KINETIC ANALYSIS OF THE MECHANISM
3.1 Introduction3.2 Assumptions made fbr force analysis of the mechanism 3.3 Force analysis of the mechanism.
3.3.1 General Description of
MICRO-MECH
3.3. 1. 1 Executive module 3.3.I.2 Model definition module 3.3.1.3 Modet modification module 3.3.I.4 Mechanism analysis module 3.3. 1.5 Mechanism animation module 3.3.1.6 Report generation module
3.4INPUT DATA
FOR FORCEANALYSIS
3.4.1
Definition
of the kinematic topology 3.4.2Link
length /dimensions3.4.3 Gravity vector
3.4.4 Centre
of
gravity, Polar mass moment of inertia, weight oflink
3.4.5
Definition
of points.3.4.6
Definiúon
of the known tbrces 3.4.7Detinition
of the unknown tbrces3.4.8 Specification of the independent
joint
elements 3.4.9 Solution control parameters3.5 Results of tbrce analysis 3.5.1 Forces
At
Joint J13.5.1.1 Forces
At
Joint J2 3.5.1.2 ForcesAt
Joint J3 3.5.1.3 ForcesAt
Joint J4 3.5.I.4 AccelerationOf
Point P9 3.5.1.5 AccelerationOf
Point P10 3.-5.1.6 AccelerationOf
PointPl1
3.5.1.7 Unknown Force
4. DESIGN OF THE MECHANISM FOR STRENGTH
4.1 Introduction4.1.1 Finite element method
4.I.2
General description of the tiniæ element method and steps of tìnite element analysis4.1.3 Steps of
tinite
element analysis 4.1.3.1 Discretise( model) the structure 4.1.3.2 Define the element properties4.I.3.3
Assemble the element stit'fness matrices.4.1.3.4
Apply
the loads4.1.3.5
Defrnition'of
boundary conditions.ll
32
35
35
36 39 39 40 40 40 40
4I 4l
42 42 42 43 43 44 45 46 46 46 4tì 48 49
-50 51 52 53 54
5-s
56
-56
56 57 57 57 .58
5tì 58
-58
4.1.3.6 Solving the system of linear algebraic equations
4.t.3.7
Calculation of stresses4.2Fniæelement
analysis of the mechanism4.2.1 Procedure for Finite element analysis of the mechanism 4.3 Structural Design of the driver
link
4.3.1 Stress analysis using
tinite
element method4.3.I.1Results
of the driverlink
4.3.2Fatigue analysis of the driver
link
using Soderberg criteria 4.4 Structural design of the couplerlink
4.4.1 Finiæ element analysis of the coupler
link
4.4.2Fattgue analysis of the couplerlink
4.5 Structural design of the
follower link
4.5.1 Finite element analysis of the
tbllower link
4.5.2 Fatigue analysis of tbllower
link
5. GENERAL CONCLUSIONS REFERENCES
APPENDIX I
(a) Diagram of the detail of thejoint
and tine at rest (b) Diagramof
the eftectsof
striking an obstructionAppENDIX 2
Input listing tbr thetinite
element analysis of the driverlink AppENDIX 3
Input listing for thetinite
element analysis of the f-ollowerlink
59 60 59
.s9
66 66 67 69 69 69
1l
72 72 72
74
77 80 82 15
1
Table of Figures
FIGURE I-IFORWARD MOUNTED CUSHION SPRING FIGURE 1-2 REAR MOUNTED CUSHION SPRING FIGURE 1-3 LOCKTOGGLE
FIGURE 14 HYDRAULIC TYPE
FIGURE 2-1 EXISTING STUMP-JUMP MECHANISM
FIGURE 2-2 POSITION OFEXISTNG FOUR BARLINKAGE
FIGURE 2.3 VERTICAL DISPLACEMENT V/S ROTATION OF TTIE TRACER POINT P FIGURE 2-4 VERTICAL DISPLACEMENT V/S HORZONTAL DISPLACEMENT OF T}IE
TRACER POINT P
FIGURE 2-5 POSITION OF THE MECHAMSM
FIGLIRE 2-6 DISPLACEMENT
IN
Y V/S DISPLACEMENT IN X OF TRACER POINT FIGURE 2-7 DISPLACEMENT IN Y V/S ROTATION OF THE TRACER POINT P2 FIGURE 3-1 FREE BODY DIAGRAM OF THE MECFIAMSMFIGURE 3-2{and3-28
FIGURE 3-3
FIGURE 3-4 ARCHITECTURE OFMICRO-MECH (FROM MICRO-MECH MANIIAL) FIGLIRE 3-.5 POSITION OF POINTS ON T}IE MECHAMSM
FIGURE 4.1 ANSYS PROGRAM ORGANISATION FTGURE4-2 DRTVERLINK
FIGURE 4-3 COUPLER LINK FIGURE 4-4.FOLLOIWER LINK
FIGURE4-s FINITE ELEMENT MODEL OF DRIVER LINK FIGURE4-6 FINITE ELEMENT MODEL OF COUPLERLINK FIGURE 4-7 FINITE ELEMENT MODEL OF FOLLOWER LINK FIGI]RE4-8 STRESS CONTOURS OFT}IE DRTVERLINK
FIGURE 4-9 STRESS CONTOI]RS AT THE JUNCTION OF THE LINK AND THE TINE FIGTIRE 4-10 STRESS CONTOURS OF THE LINK AND TINE
FIGURE 4-1 1 STRESS CONTOURS OF THE FOLLOIWER LINK
List of Tables
TABLE 2-1 DIMENSION OF TTIE EXISTING FOUR BAR LINKAGE TABLE 2-2 DIMENSION OF T}IE FOUR BARLINKAGE
TABLE 2-3 KINEMATICS OF THE FOUR-BAR LINKAGE TABLE 3-IDIMENSION OF TIIE LINKS
TABLE 3-2
TABLE 3-3 POSITION OF POINTS ON THE IVTECHANISM TABLE 3-4 FORCES AT JOINT 1
TABLE 3-5 FORCES AT JOINT J2
TABLE 3-6 FORCES AT JOINT J3
TABLE 3-7 FORCES AT JOINT J4
TABLE 3-8 ACCELERATION OF POINT P9
TABLE 3-9 ACCELERATION OF POINT PlO TABLE 3-10 ACCELERATION OF POINT
Pll
TABLE 3-11 UNKNOWN FORCE AT POINT Pl
6 7 8 9
23 24 25
25 28 33
-t-1
36 37 31 40 47
60
6l
62 62 6?
64
ó-5
68 70
7l
7?
24 28 29
42
M
45 48 49 50
5l
52
.53
54
.5-5
lv
Acknowledgements
I
graæf'ully acknowledge the assistance, guidance and encouragementof
my supervisor.sHugh
Reimers andPaul Harris of the Faculty of Agricultural and Natural
Re'source Sciences, The University of Adelaide andDr.
Kazeem Abharry andDr.
John Fielkefiom
the School of Manutäcturing and Mechanical Engineering, The Levels
Campus,University of
South Australia.The completion of this
researchwould not
have been possiblewithout
their guidance and assistancein
particularDr.
Kazem Abharywho
wa.sactively involved in the design part of the project.
I
would also liketo
thankDr.
J.M.
Desbiolles and Andrew Burgetiom
theAgricultural
aml Machinery Research and Design Center,School of Manutäcturing and Mochanical Engineering,The Levels, University of South Australia tbr their help, advice
ancl triendship.Special thanks are due
to
Professor David Coventry, Headof
the Department and DavidMatthew, Acting
DepartmentalManager tbr providing administrative and
fìnancial support.It
was my pleasure to bewith
them during my stay.Finally my deep appreciation goes to my täther who provided me
with
moral support and encouragement throughout the period of studyv
Declaration
This work
containsno
materialwhich
has been accepted t'orthe award of
any other clegreeor
diplomain
any universityor
othertertiary institution
ancl,ttl
the bestof
my knowledge and beliet', containsno
material previously publishedor written by
another person, except where due retèrence has been made in the text.I
give consent to this copy of my thesis, when deposited in the University Library, being availabletbr
loan and photocopyrng.Signed
Date ?á-rj A?-
B.B.S. Lutchmeea
vr
Thesis
Design of partially parallell stump-jump mechanism using computer-aided designAbstract
Change in tillage practice over the past decade has been greatly influenced by
two
tãctors namely the needto
reduce energy consumptionin
tillage operations and the retentionof crop
residueas a soil
conservation measure. These changingcultural
practices have greatly intluenced tillagetool
design. One responseto
these changes involves the designof
a partially-parallel stump mechanismto
copewith
the new conditions.In
this research computer aided designis
usedto
improve the designof
apartially
parallel stump jump mechanismwhich
wasinitially
developedby Riley. The principal aim is to
reduce the existinglink
dimensionsof the
mechanismso that it
canbe
.suitabletbr
useon
small tractors.To
achieve the above aim, kinematic analysis was pertbrmed by using theLINCAGES-4
computer sottware packagetbr
sizingof the links. The
mschanismwas
de.signedtbr
chisel ploughing
tbr
tluctuating loadwith
average horizontal antlvertical soil
tbrcesof 2.5 kN and 1.0 kN
respectively.Force
analysiswas carried out using the MICRO- MECH
sotiware packagetbr
calculation ofjoint
tbrces. For the stress calculation impact andtätigue
phenomenawere
takeninto
consideration anda
separate computer-aided tìniæ element analysis was pertbrmedon
individuallinks of the
mechanism.The
result obtainedtiom the kinematic
analysisshows that there was an
improvementin
the dimensionsof
the links. The driverlink
has been reducedtiom
600 mmto
363 mm, the couplerlink
from 400 mm to 303 mm and thetbllower link fiom
400 mm to 306 mm.vu