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1 Challenge the future
Load Calculation for Trough Idler Rolls
MSc. Xiangwei Liu
Delft University of Technology
--Stress Discontinuity Model
BULK 2014 CONFERENCE
2 Challenge the future
Outline
Introduction
Methodology
Idler Rolls Load Analysis
Result
Conclusion
BULK 2014 CONFERENCE
3 Challenge the future
Introduction Self-intro
• Born in Rizhao, China
• PhD at TU Delft (2012/09- )
• Research Topic Sustainable Design of Idlers for Large
-scale Belt Conveyor Systems
CSC Scholarship
BULK 2014 CONFERENCE
4 Challenge the future
Introduction
• Belt conveyor
Background
[2]
[1]
[1] Workplace Health & Safety Policy and Legislation. Quebec. 2003
[2] DSMAC Group.
• Large-scale belt conveyor system Large capacity
High speed
Long distance
BULK 2014 CONFERENCE
5 Challenge the future
Introduction
• Idlers
Background
[3]
[3] USA Mining, 2013.
[4] Saimh.co.za, “Idler Basics.”
[4]
BULK 2014 CONFERENCE
6 Challenge the future
Introduction Challenge 1
• Stress profile on loaded conveyor belt
BULK 2014 CONFERENCE
7 Challenge the future
Introduction Challenge 2
• Potential high cost of idler failure
[5] L. Nordell, 1995
[5]
• Unbalanced load distribution
• Large design margin
BULK 2014 CONFERENCE
8 Challenge the future
Methodology
• Theoretical research • Coulomb earth pressure theory, Krause & Hettler, 1974
• Numerical modelling method, Wheeler, 2003
Literature Survey
• Experimental research • Trough conveyor, Grabner, 1993
• Garland conveyor, Geesmann, 2001
• Conclusion: 1. More precise theoretical method needed
2. No load analysis regarding varying roll lengths
BULK 2014 CONFERENCE
9 Challenge the future
Methodology
• Stress Discontinuity Method
Stress Discontinuity model (SD model)
[6]
[6] W. Powrie, 2004
• Stress Field Analysis
BULK 2014 CONFERENCE
10 Challenge the future
Idler Rolls Load Analysis
• Cross-section simplification
Analysis of Forces on Idler Rolls
[7] [7] C. A. Wheeler, 2004
• Three-dimensional forces
• Active and passive stress statuses
BULK 2014 CONFERENCE
11 Challenge the future
Idler Rolls Load Analysis
Dividing bulk material into two zones
SD model
• Active stress status analysis
Stress field analysis in zone 1
2cos
cos sin
b
b
gz
gz
(1) [8]
[8] K. Terzaghi, 1943
Stress field analysis in zone 2
BULK 2014 CONFERENCE
12 Challenge the future
Idler Rolls Load Analysis
SD analysis from zone 1 to zone 2
SD model
• Active stress status analysis
2 tan
2 1a i
OC OC e (2)
Calculating the stress on the belt
,
,tan
w a a
w a a w
gzK
gzK
(3)
where
2
2 tan
2
1
cos1 sin cos( )
1 sin cos( )a i
a i w
i
K e
(4)
BULK 2014 CONFERENCE
13 Challenge the future
Idler Rolls Load Analysis
Obtain the normal and frictional force on the wing belt
section
SD model
• Active stress status analysis
2
2
, , 12
',
1 coscos tan sin
2 4 cosNG bulk a aw a
lF glK L
(5) Normal force
2
2
, , 12
',
1 coscos tan sin tan
2 4 cosNA bulk a a ww a
lF glK L
Frictional force (6)
BULK 2014 CONFERENCE
14 Challenge the future
Idler Rolls Load Analysis
Same procedures with the active
Different directions and magnitudes of effective stress
SD model
• Passive stress status analysis
Obtain the normal and frictional force on the wing belt section
BULK 2014 CONFERENCE
15 Challenge the future
Idler Rolls Load Analysis
The normal and axial force on the wing roll
Load distribution among rolls
(7) Normal force
Axial force (8)
(9)
, , , , , , ,cos
NG w NG bulk a NG bulk p G belt wF F F F
, , , , ,, ,sin
NA w NA bulk a NA bulk pG belt wF F F F
The normal and axial force on the centre roll
' '
, , ,2 cos 2 sin
NG c bulk belt NG w NA wF m m ga F F Normal force
Axial force , 0NA CF (10)
BULK 2014 CONFERENCE
16 Challenge the future
Result
parameter value parameter value
material coal belt speed ( ) 5
capacity ( ) 6000 idler spacing (m) 3
density ( ) 850 belt width (m) 2
surcharge angle (°) 15 belt line load ( ) 53
wall friction angle (°) 20 gravity acceleration ( ) 9.81
internal friction angle (°) 30
Case Study
/t h
/m s
3/kg m
/kg m
2/m s
parameter Configuration for Result 1 Configuration for Result 2
trough angle (°) varying 35
centre roll length ( ) 0.75 varying
wing roll length ( ) 0.75 varying m
m
BULK 2014 CONFERENCE
17 Challenge the future
Result Result 1
Result 1 Forces on wing and centre rolls with varying trough angle
BULK 2014 CONFERENCE
18 Challenge the future
Result Result 2
Result 2 Forces on wing and centre rolls with varying roll length
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19 Challenge the future
Conclusion
• The applicability of stress discontinuity method
Application
• Optimum idler design – varying roll length and/or trough angle is
potential success
• Basis for the physical modelling of idler
Conclusion
BULK 2014 CONFERENCE
20 Challenge the future
Any questions?
Delft University of Technology
Section Transport Engineering and Logistics
Room: 34 B-3-330
T +31 (0) 15 278 6573
Thank you!
BULK 2014 CONFERENCE