1.IntroductionIntroduction 2.Objective and scopesObjective and scopes 3.Project flowProject flow 4.Literature reviewLiterature review 5.Previous workPrevious.

Slides:



Advertisements
Similar presentations
Finite element modelling of load shed and non-linear buckling solutions of confined steel tunnel liners 10th Australia New Zealand Conference on Geomechanics,
Advertisements

Technická univerzita v Liberci Magnetic Field of Massive Conductor at Low Frequency Martin Truhlá ř Faculty of Mechatronics, Informatics and Interdisciplinary.
Numerical Analysis for Influence of Cascade Solidity on the Performances of Cavitating Inducers Xiaojun Li Research Center of Fluid.
8.6 Frictional Forces on Collar Bearings, Pivot Bearings and Disks
STATICALLY DETERMINATE STRESS SYSTEMS
By Neil Kruger Supervisor: Prof. KD Palmer University of Stellenbosch
An Experimental Study and Fatigue Damage Model for Fretting Fatigue
ME 450 Group Adrian Conrad Chris Cook Thomas Hylton Nathan Wagers High Pressure Water Fixture Conceptual Design Analysis December 10, 2007.
November 14, 2013 Mechanical Engineering Tribology Laboratory (METL) Benjamin Leonard Post-Doctoral Research Associate Third Body Modeling Using a Combined.
Beams and Frames.
THARANGA A D ( E) SOMASIRI M R P ( R) SADARUWAN W M M ( G)
FEA of a Golf Driver and Golf Ball
D. Passarelli, M. Merio, L. Ristori, B. Wands March 29, 2012
The National Crash Analysis Center The George Washington University Un-Constrained Models Comparison For Elastic Roof – Production Roof – Strong Pillars.
II. Properties of Fluids. Contents 1. Definition of Fluids 2. Continuum Hypothesis 3. Density and Compressibility 4. Viscosity 5. Surface Tension 6. Vaporization.
Finite Element Primer for Engineers: Part 2
Advanced Simulation of Gas Meter Components Muhammad Arsalan Farooq University of Heidelberg, Heidelberg, Germany.
Seal Analysis Jeremy Osguthorpe Mitchell Woolf Jon Blotter 7 / 12 / 2007.
Slide 1 Assignment 3. Slide 2 PROBLEM 1 Calculate the maximum deflection in a beam clamped at the both ends as shown in Figure below where the thickness.
Contact Stress (3.19) MAE 316 – Strength of Mechanical Components
The Centrifugal Pump.
A Finite Element Study of the Deformability of Steel Jingyi Wang Qi Rui Jiadi Fan.
Research & Development
1 An Analysis of Potential 450 mm Chemical-Mechanical Planarization Tool Scaling Questions L. Borucki, A. Philipossian, Araca Incorporated M. Goldstein,
1© Manhattan Press (H.K.) Ltd. Weight Normal reaction Normal reaction 1.2 Different types of forces Tension Tension Elastic force Elastic force Friction.
RF-Accelerating Structure: Cooling Circuit Modeling Riku Raatikainen
Statics Chaper 5 Friction.
Engineering Doctorate – Nuclear Materials Development of Advanced Defect Assessment Methods Involving Weld Residual Stresses If using an image in the.
TECHNICAL AND ENVIRONMENTAL IMPROVEMENT OF LNG CARRIER’S PROPULSION MACHINERY USING JATROPHA BIAO DIESEL FUEL 1 Prof. M. A. Mosaad Naval Architecture and.
Raft & Piled-raft analysis (Soil-structure interaction analysis)
1 Tutorial 5-1: Part Sketch / Geometric Constraints.
 Breaking up the compacted layer to loosen the soil  Requiring high draft power and resulting in high soil disturbance  Discrete element modeling (DEM)
The Effect of Process Variables on Surface Grinding of SUS304 Stainless Steel S. Y. Lin, Professor Department of Mechanical Manufacturing Engineering.
1 © Dassault Systèmes Ι Confidential Information Effectiveness of Tetrahedral Finite Elements in Modeling Tread Patterns for Rolling Simulations Harish.
DESIGN OF CASCADE for AXIAL FLOW COMPRESSORS
Engineering Mechanics: Statics
Develop Epoxy Grout Pourback Guidance and Test Method to Eliminate Thermal/Shrinkage Cracking at Post- Tensioning Anchorages Project Manager Rick Vallier.
Tutorial 6-1: 3D Modeling.
The tribological properties of the Zr/a-C:Zr/DLC-x coatings under ball-on-disk wear mode W.H. Kao 1,a 1 Institute of Mechatronoptic Systems, Chienkuo Technology.
LATHE VIBRATIONS ANALYSIS ON SURFACE ROUHHNESS OF MACHINED DETAILS LATHE VIBRATIONS ANALYSIS ON SURFACE ROUHHNESS OF MACHINED DETAILS * Gennady Aryassov,
1 Using FE to simulate the effect of tolerance on part deformation By I A Manarvi & N P Juster University of Strathclyde Department of Design Manufacture.
C.KotnigFCC Design Meeting FCC Beam Screen cooling Claudio Kotnig.
KAYLA KRUPER 11/30/2015 FINITE ELEMENT STUDY TO COMPARE THE PERFORMANCE OF COMPOSITE AND STEEL ANGLE BARS.
V.M. Sliusar, V.I. Zhdanov Astronomical Observatory, Taras Shevchenko National University of Kyiv Observatorna str., 3, Kiev Ukraine
Andrew Biehl.  The objective of this project is to develop a method for determining the nut factor of a bolted joint using the finite element method.
Sri Harsha Garapati 1 Analysis of Single Fiber Pushout Test of Fiber Reinforced Composite with a Nonhomogeneous Interphase By Sri Harsha Garapati MS Mechanical.
MECH4450 Introduction to Finite Element Methods Chapter 6 Finite Element Analysis of Plane Elasticity.
A.V.C COLLEGE OF ENGINEERING MANNAMPANDAL DEPARTMENT OF MECHANICAL ENGINEERING 14 th Batch.
M.Bracher University of Southampton FHS 2010 Applied Biomechanics.
Finite Element Analysis of a CNC Milling Machine Vice and Potential Modifications. Phil Miller Finite Element Analysis in Design – DP238.
IMEKO TC 16 (Pressure) International Conference Cultivating metrological knowledge November, 27 – 30, 2007, Merida, Mexico A 36 MPa PRESSURE BALANCE IN.
Epument Girder simulation and Module Showroom upgrade For CLIC meeting 2015 Petri Tikka, Helsinki Institute of Physics focusing on exploring the possibilities.
Mi9 Some experimental measurements of the Diffuser flow in a Ducted Wind Turbine assisted by two ejectors Kypros F. Milidonis Department of Mechanical.
CFD Simulation Investigation of Natural Gas Components through a Drilling Pipe RASEL A SULTAN HOUSSEMEDDINE LEULMI.
TS Cool Down Studies TSu Unit Coils (24-25) N. Dhanaraj and E. Voirin Tuesday, 10 March 2015 Reference: Docdb No:
GURNEY FLAP By: KASYAP T V S7 M
A.K.Matta INTRODUCTION: Heat transfer in brakes influences strongly their efficiency. The friction coefficient of the brake.
DESIGN AND ANALYSIS OF GAS TURBINE BLADES USING F.E.A
Presentation Overview
Chapter 18 Clutches and Brakes
超臨界CO2在增強型地熱系統儲集層中取熱之研究-子計畫三 CO2在增強型地熱系統取熱模型之建構及效能分析
G. Martin, SDTools, Chassis Brakes International
NSM LAB Net Shape Manufacturing Laboratory
The optimal parameters of geothermal energy based on supercritical CO2
OBJECTIVES Discuss the advantages and disadvantages of drum brakes.
Muhannad Al_Waily_Machines Systems Design
By Arsalan Jamialahmadi
DESIGN MODELING AND ANALYSIS OF SINGLE PLATE CLUTCH
Thermal analysis Friction brakes are required to transform large amounts of kinetic energy into heat over very short time periods and in the process they.
Finite element analysis of effects of asphalt pavement distresses on FWD dynamic deflection basin Qinglong You Jinglian Ma Xin Qiu Chang’an University.
Presentation transcript:

1.IntroductionIntroduction 2.Objective and scopesObjective and scopes 3.Project flowProject flow 4.Literature reviewLiterature review 5.Previous workPrevious work 6.Contact analysisContact analysis 7.ResultResult 8.Structural modificationStructural modification 9.ConclusionConclusionCONTENTS

1. INTRODUCTION Contact analysis is normally performed on brake assembly to study the pressure distribution and the contact area. Significant of contact analysis are to investigate the effect of contact problem to the wear, thermal and squeal. Only Finite Element Method are able to use to perform contact analysis both static and dynamic conditions. content

TO DETERMINE CONTACT PRESSURE DISTRIBUTION AND CONTACT AREA OF A DRUM BRAKE ASSEMBLY USING FINITE ELEMENT METHOD 2. OBJECTIVE SCOPES Develop a Finite Element model of drum brake. Validate the Finite Element model against experimental result using modal analysis. Perform contact analysis using a commercial Finite Element (FE) software package. Propose structural modification method in order to determine uniform contact pressure distribution and higher contact area. content

3. PROJECT FLOW Generate FE model Run modal analysis Compare Modal Analysis Result Between Experimental and FE Method No Yes Error not exceed than 5% START FINISH SMJ 5912 Perform Contact Analysis using validated model Purpose structural modification START FINISH SMJ 5924 content

The FE model validated by using modal analysis Contact pressure at leading shoe are more higher than trailing shoe. Parameters that can influence contact analysis are: Coefficient of friction Material properties Actuation pressure Rotation speed Installation gap 4. LITERATURE REVIEW Figure : Contact pressure distribution for leading and trailing shoes H-i Kang (2002) content

DRUMBRAKE SHOE BODYLINING Density (kg/m 3 ) Young's modulus (GPa) Poisson's ratio0.3 Three components of drum brake assembly are generated (Drum, leading shoe and trailing shoe) FE model are validated using the experimental data (Modal analysis) Material properties for the model are listed below 5. PREVIOUS WORK (PSM 1)

ComponentsTypes of elementNo. of elements No. nodes Drum Linear hexahedral elements (C3D8) Leading shoe Linear hexahedral elements (C3D8) Linear wedge element type (C3D6) Trailing shoe Linear hexahedral elements (C3D8) Linear wedge element type (C3D6) content FE model

Surface-to-surface contact interaction The drum surface are set as master surface The lining surface are set as slave surface 6. CONTACT ANALYSIS Figure : Result obtain from FE software

6 Parameters were used to study the influence to contact analysis 1.Test condition 2.Coefficient of friction 3.Actuation pressure 4.Material properties (lining) 5.Material properties (brake shoe body) 6.Installation gap content CONTACT ANALYSIS

CONTACT AREA WITH DIFFERENT TEST CONDITION Contact area 5.5% larger for dynamic test condition for leading shoe Contact area are 27.1% smaller for trailing shoe.

Static Dynamic CONTACT PRESSURE DISTRIBUTION FOR LEADING SHOE

Static Dynamic CONTACT PRESSURE DISTRIBUTION FOR TRAILING SHOE

CONTACT AREA WITH DIFFERENT COEFFICIENT OF FRICTION The higher value coefficient of friction, the lower contact area.

CONTACT PRESSURE DISTRIBUTION WITH DIFFERENT COEFFICIENT OF FRICTION (LEADING)

CONTACT PRESSURE DISTRIBUTION WITH DIFFERENT COEFFICIENT OF FRICTION (TRAILING)

Contact area unchained for both shoes when different actuation pressure are applied. 85.7% for leading and 64.2% for trailing CONTACT AREA WITH DIFFERENT ACTUATION PRESSURE

CONTACT PRESSURE DISTRIBUTION WITH DIFFERENT ACTUATION PRESSURE (LEADING)

CONTACT PRESSURE DISTRIBUTION WITH DIFFERENT ACTUATION PRESSURE (TRAILING)

The actual Elastic properties for lining is 3.10GPa CONTACT AREA WITH DIFFERENT MATERIAL PROPERTIES (LINING)

CONTACT PRESSURE DISTRIBUTION WITH DIFFERENT MATERIAL PROPERTIES (LEADING)

CONTACT PRESSURE DISTRIBUTION WITH DIFFERENT MATERIAL PROPERTIES (TRAILING)

CONTACT AREA WITH DIFFERENT MATERIAL PROPERTIES (BRAKE SHOE BODY) The actual Elastic properties for brake shoe body is 250GPa

CONTACT PRESSURE DISTRIBUTION WITH DIFFERENT MATERIAL PROPERTIES (LEADING)

CONTACT PRESSURE DISTRIBUTION WITH DIFFERENT MATERIAL PROPERTIES (TRAILING)

CONTACT AREA WITH DIFFERENT INSTALLATION GAP Highest area for leading shoe at 2mm gap (85.8%) Highest area for trailing at 0.5mm gap (65.0%)

CONTACT PRESSURE DISTRIBUTION WITH DIFFERENT INSTALLATION GAP (LEADING)

CONTACT PRESSURE DISTRIBUTION WITH DIFFERENT INSTALLATION GAP (TRAILING) content

PARAMETERCONTACT AREA CONTACT PRESSURE DISTRIBUTION COEFFICIENT OF FRICTIONVARY ACTUATION PRESSURENOVARY E LININGVARY E BRAKE SHOE BODYVARY INSTALLATION GAPVARY content Overall Results

STRUCTURAL MODIFICATION MODEL 1: Adjust location for leading lining MODEL 2: Adjust location for trailing lining MODEL3: Add more length for both shoe MODEL 4: Add thickness at shoe rib MODEL 5: Add thickness at shoe platform Structural modification done to Obtain more uniform pressure distribution by seeking greater contact area and lower pressure Greater contact area and uniform pressure distribution can reduce the uneven wear and squeal. Structural modification done by changing the current geometry

Model 2 Model 1 Model 3Model 4 Model 5 Current Model STRUCTURAL MODIFICATION (CTD)

MODEL SHOE12345 LEADING3.8%0-1.1%-5.4%7.2% TRAILING-7.3%-37%-0.2%-8.3%1.7% CONTACT AREA Figure :Contact area for different models Comparison base on current model

Trailing Leading MODEL 1

Trailing Leading MODEL 2

Trailing Leading MODEL 3

Trailing Leading MODEL 4

Trailing Leading contentMODEL 5

1.Only FE method are able to perform contact analysis both static and dynamic conditions. 2.Maximum contact pressure occurs at the actuation side for leading shoe and at the abutment side for trailing shoe. 3.Parameters that can influence the contact properties are coefficient of friction, material properties, actuation pressure and installation gap. 4.Structural modification can improve the contact area and pressure distribution. CONCLUSION

THANK YOU