ANALYTICAL BEARING MODEL FOR ANALYSIS OF INNER LOAD DISTRIBUTION AND ESTIMATION OF OPERATIONAL LUBRICATION REGIME

Size: px
Start display at page:

Download "ANALYTICAL BEARING MODEL FOR ANALYSIS OF INNER LOAD DISTRIBUTION AND ESTIMATION OF OPERATIONAL LUBRICATION REGIME"

Transcription

1 58 th ICMD September 017, Prague, Czech Republic ANALYTICAL BEARING MODEL FOR ANALYSIS OF INNER LOAD DISTRIBUTION AND ESTIMATION OF OPERATIONAL LUBRICATION REGIME Jakub CHMELAŘ 1, Votěch DYNYBYL 1 Department of Deigning and Machine Component, FME, CTU in Prague Department of Deigning and Machine Component, FME, CTU in Prague Abtract A mathematical model of roller bearing i preented in thi paper. Calculation of load ditribution and diplacement i baed on current tandard ISO/TS Bearing operating lubrication regime analyi i involved. It i baed on lambda parameter coniting of EHD layer thickne value that i calculated from equation for wide elliptical contact and a compoite urface roughne value. Model wa uccefully verified againt commercial KISSoft oftware. Key word: Bearing, Roller Bearing; Lubrication; EHD; Bearing mathematical model. INTRODUCTION Identification of bearing propertie during operation i very important tep for analyi and implementation. Since well-known claical engineering equation for calculation of bearing life doe not provide a detail inight a demand for a more complex model arie. The complex model hall provide information about actual load ditribution between roller, which i baed on internal geometry uch a radial clearance or roller profile modification. Additionally information regarding lubrication quality baed on lubricant rheological parameter, mating urface texture and operating condition are of interet. Such model baed on current theoretical finding i preented in thi paper. MATERIALS AND METHODS Analyi of load ditribution on rolling element within the roller bearing wa carried out uing method decribed in tandard (International Organizatipon for Standardization [ISO], 008). For roller bearing, method aume Hertz line contact. Calculated load ditribution i valid for low to medium peed and quai-tatic loading. Dynamic effect uch a centrifugal and inertial force are neglected. Another aumption concern the deformation of outer ring/race where tiff upporting tructure i conidered and calculated deformation are only within the area of contact. For preented analyi, unidirectional radial load with mall moment load i applied. Roller load ditribution Deflection of -th rolling element wa calculated from radial deflection or inner ring according to (1) r co( ) (1) Where i a total operational radial clearance, uually obtained from catalogue and modified in order to cover it change due to temperature deformation. Coordinate ϕ (rad) i an angular coordinate of -th roller. For an analyi, roller wa divided into 41 equally length lamina. Thi allow including a roller profile modification into calculation and load ditribution over the roller. For current analyi, a logarithmic profile modification decribed a function of coordinate x k (mm) from roller center wa ued (). The modification i depicted on the Fig. 5. xk P( x ) Dweln1/(1 ( ) ) () k Lwe 118

2 58 th ICMD September 017, Prague, Czech Republic The deformation of each lamina including roller profile modification i calculated according to (3). If the reult i negative, zero ubtitute it. x tan P( x ) (3) k k Fig. 1 Coordinate of bearing model (ISO, 008) Radial load F r (N) and/or moment M z (Nm) are upported by rolling element. The fraction of load per lamina of each rolling element i calculated according to equation (4). In the analyi, roller are ubtituted by 1D pring. Each pring ha a tiffne covering the roller itelf and it contact with both race. Q (4) c 10 / 9,k The pring tiffne c L ditributed between lamina become c. For roller and race made of teel c L i expreed in eq. (5), where Lwe (mm) i length of body and n i number of lamina. Other poible value of c L (N / mm) can be found in the literature (Harri & Kotzala, 006). Exact value for conidered geometry and material can be alo obtained by mean FEM analyi. c c 8 / 9 L WE (5) n L n Lat tep of an analyi i an iterative olution of tatic force and momentum equilibrium equation (6) and (7) for δ r (mm) and ψ (rad) repectively. Z n Z n 10 / 9 Fr c co( J ), 0 (6) 9 k M co( ) 10 / Z c J xk, 0 (7) k 1 k 1 1 k 1 Contact Preure calculation Contact preure ditribution on roller wa baed on Hertz contact theory for line contact (Harri & Kotzala, 006). For each lamina and roller repectively, contact half width b (mm) and contact preure P (MPa) were calculated according to equation (8) and (9), where R and E are defined by eq. (14) and (15); w i length of lamina. b 8 ( Q / w ) R E x (8) P ( Q / w ) Rx b (9) 119

3 58 th ICMD September 017, Prague, Czech Republic Lubrication layer thickne Minimal thickne of lubrication layer i calculated from equation (10) publihed by Dawon and Higginon. U, G and W are dimenionle group; R x (mm) i mutual curvature of bodie in contact, perpendicular to rolling direction. Radiu Ry (mm) for roller bearing with profile modification could be etimated by circle curve fitting to profile modification. h0 (mm) i minimal lubrication layer thickne in contact (Wheeler, et al., 016). Following equation i modified for wide elliptical contact, where Rx / Ry > 3. From aymptotic analyi it could be proved, that the lat bracket with exponent in (10) become 1 for Rx / Ry > 0 h ( Rx / Ry) 3.63 R U G W (1 e ) (10) y Equation (10) wa obtained by curve fitting of numerical olution of Reynold equation for elliptical contact in wide range of condition. Preented form i modified for wide contact with ellipticity parameter Rx / Ry >.5. For detail, ee (Wheeler, et al., 016). Main aumption for uch equation are: model of mooth contact, fully flooded lubrication regime, contact preure maintained below GPa and iothermal condition within lubrication layer. It alo aume Newtonian behavior of lubricant. Wheeler et. al found and decribed in tudy (Wheeler, et al., 016), that uch emi-analytical equation, tend to overetimate minimal lubrication layer thickne about a 6 % comparing to full numerical olution. Therefore, in the model, minimal thickne wa reduced by 6 %. In addition, mot emi-analytical equation tend to deviate in operational condition where high load and low peed occur. Therefore, it i neceary to pay attention when aeing a lubrication regime laying in area where tranition from boundary lubrication to EHD come about. For accurate reult, full numerical olution of Reynold equation i recommended (Wheeler, et al., 016). The application of (10) for line contact i further limited to pure radial loading or very light off-axi moment loading that doe not coniderably influence the load ditribution over the length of element. For one-ided kewed load ditribution on the roller, lubrication layer height would have to be verified by complete numerical model of contact. Dimenionle group ued in equation conit of following parameter: U Speed parameter: U 0 (11) ER y Material parameter: Load parameter: W G E (1) * \ W (13) ER y R x (mm) i mutual curvature of bodie in: (14) Ry R1 y R y E (N/mm ) i a mutual elatic modulu: 11 1 E E E 1 (15) Where, η 0 i a lubricant dynamic vicoity at atmopheric preure (MPa.); α * i a vicoity-preure coefficient (1/MPa), u U i entraining peed of lubricant to the contact: 1 u U (mm/) (16) For roller bearing, with aumption of pure rolling, entraining peed could be calculated from kinematic analyi (Spike, 015). The cage/retainer revolution peed, the unknown, i ubtracted from the rotation of inner and outer ring, o the rolling element remain teady tate and only rotate around their axi. Thi tranformation allow writing two equation for roller peripheral peed: at inner race and outer race. The unknown retainer peed i then removed by combination of equation and the peripheral peed of roller can be eaily calculated. Entraining peed (16) i for roller bearing calculated acc.to (18) 10

4 58 th ICMD September 017, Prague, Czech Republic U Ri i Ri Dwe Ri Dwe / (17) Lambda parameter Generally, in roller bearing, lubrication film thickne i of imilar order a urface roughne. Therefore there i defined a lambda parameter, that compare minimal lubrication thickne to compoite urface roughne. Thi i provided by equation (18), where x i root mean quare (RMS) value of roller and race urface roughne, h0 i minimal lubrication layer thickne calculated according to (10).The RMS value x can be etimated from Ra urface parameter a 1.5Ra. h 0 (18) race roller Baed on extenive experimental reearch following value of lambda were found to correpond with lubrication regime: Λ < 1 the load i upported mainly by urface aperitie, both bodie are in direct contact, aperitie are deformed, urface are loaded by hear tre if liding occur. For 1 < Λ < 3 the mixed lubrication regime i preent, meaning that applied load i yet partly upported by lubricant thin film, but till direct contact between bodie exit. When Λ > 3, the lubrication layer eparate both contact bodie, the load i upported only by lubricant and local deformation of the bodie influence the lubrication layer thickne. The load i except minor traction hear mainly in normal direction (Harri & Kotzala, 006). RESULTS AND DISCUSSION Bearing model The verification of bearing model wa baed on comparion reult provided by oftware KISSoft (KISSoft, 013) accompanied by a module for bearing calculation according to tandard ISO (008). For a purpoe of verification, a radial roller bearing N306 wa ued. The geometry i ummarized in the Tab 1. Tab. 1 Summary of N306 parameter Parameter Deignation Value Dimenion Inner bore diameter d 30 mm Outer race diameter D 7 mm Width of bearing B 19 mm Number of roller Z 1 Roller element diameter Dwe 11 mm Roller element active width Lwe 11 mm Inner ring race diameter Di 43,5 mm Radial internal clearance (SKF Group, 013) Pd 0,035 mm Baic dynamic load rating C N Young modulu E N/mm Poion ratio ν 0,3 The verification of radial deflection and moment load wa done for three radial load cae defined a P/C = 0,05; 0,1 and 0,. Light moment loading wa alo applied, in order to have ame load cae a 11

5 58 th ICMD September 017, Prague, Czech Republic defined in KISSoft for teted cae. A you can ee in Tab. the deviation between radial deflection reult obtained by the code implemented in thi paper and the reult obtained by KISSoft wa below 0.1 %. Similar ituation i for mialignment aement, where the error topped 6 %. The error might be introduced by different conidered roller geometry in the KISSoft calculation that would influence the angle. Tab. Bearing model verification radial and angular diplacement Radial Moment KISSoft P/C model Error [%] load [N] load [Nm] [μm] [μm] model [mrad] KISSoft [mrad] Error [%] 0,05 95 N ,6 8, , ,73 34, , ,198 45, Reult of load ditribution verification are tated in Tab. 3. Due to ymmetrical loading of element, only half of loaded element were compared. Actual ditribution i depicted in a Fig.. Preure ditribution per lamina on the maximally loaded roller i depicted on the Fig. 3, numerical value of maximal preure on inner race and outer race are evaluated in Tab. 4 and compared with reult obtained from KISSoft a verification. Abolute error indicate almot perfect fit. Tab. 3 Bearing load ditribution verification Load P/C=0. KISSoft Error Roller model [N] [%] #No [N] Tab. 4 Max contact preure verification Load P/C=0. KISSoft Error Property model [N/mm [μm] [%] ] Inner race Outer race Fig. Roller load ditribution Fig. 3 Roller contact preure ditribution Lubrication Lambda parameter i calculated for every element race contact. The reult i graphically preented on the Fig.4. It i obviou, that le favourable lubrication condition occur on the inner race contact, where lambda parameter for peed 500 rpm indicate boundary lubrication Λ =.. Lubrication regime on the outer race i analyed in the boundary regime too, but due to lighter load, the lambda for mot loaded element reache Λ =.8. 1

6 58 th ICMD September 017, Prague, Czech Republic Tab. 5 Summary of parameter ued for lubrication calculation Parameter Deignation Value Lubricant dynamic vicoity at atm. preure η 0 (60 C) (3) MPa. (cp) Vicoity-preure coefficient α * (60 C) MPa -1 Race (inner / outer) urface roughne Ra 0,08 μm Roller urface roughne Ra 0,03 μm Equivalent radiu of profile modification Ry 1414 mm Bearing inner race peed n 500 rpm Fig. 4 Lambda parameter ditribution Fig. 5 Roller profile modification CONCLUSIONS Paper preent a mathematical model of a roller element bearing baed on a method decribed in the tandard (ISO, 008) extended by calculation of lubrication layer thickne for every loaded element. Model calculate load ditribution on roller, contact preure ditribution on the roller. It i poible to apply a radial and moment load. Model wa uccefully verified againt commercial CAE oftware KISSoft. Lubrication i calculated according to emi-analytic equation for wide elliptical contact preented by Hamrock and Dowon (10). Lambda parameter (18) for etimation of lubrication regime by comparing lubrication layer thickne with urface compoite roughne i calculated and reult are preented a polar figure Fig 4. Lubrication calculation i limited by ymmetrical load ditribution on the roller element. Preented model will be further extended to cover other operating condition. REFERENCES 1. International Organizatipon for Standardization. (008). Rolling bearing Method for calculating the modified reference rating life for univerally loaded bearing (ISO/TS 1681:008).. Harri, T. A., & Kotzala, M. N. (006). Eential concept of bearing technology. CRC pre. 3. Wheeler, J. D., Vergne, P., Fillot, N., & Philippon, D. (016). On the relevance of analytical film thickne EHD equation for iothermal point contact: Qualitative or quantitative prediction?. Friction, 4(4), Spike, H. (015). Baic of EHL for practical application. Lubrication Science, 7(1), KISSoft, A. G. (013). KISSSoft Releae 03/013 Uer Manual. Bubikon, Switzerland. 6. SKF Group, (013) Rolling Bearing, Catalogue, S. G.. PUB BU/P / EN. SKF. Correponding author: Ing. Jakub Chmelar, Dep. of Deigning and Machine Component, FME, Czech Technical Univerity in Prague, Technicka 4, Praha 6, Prague, , Czech Republic, phone: , Jakub.Chmelar@f.cvut.cz 13

Online supplementary information

Online supplementary information Electronic Supplementary Material (ESI) for Soft Matter. Thi journal i The Royal Society of Chemitry 15 Online upplementary information Governing Equation For the vicou flow, we aume that the liquid thickne

More information

Unified Design Method for Flexure and Debonding in FRP Retrofitted RC Beams

Unified Design Method for Flexure and Debonding in FRP Retrofitted RC Beams Unified Deign Method for Flexure and Debonding in FRP Retrofitted RC Beam G.X. Guan, Ph.D. 1 ; and C.J. Burgoyne 2 Abtract Flexural retrofitting of reinforced concrete (RC) beam uing fibre reinforced polymer

More information

Interaction of Pile-Soil-Pile in Battered Pile Groups under Statically Lateral Load

Interaction of Pile-Soil-Pile in Battered Pile Groups under Statically Lateral Load Interaction of Pile-Soil-Pile in Battered Pile Group under Statically Lateral Load H. Ghaemadeh 1*, M. Alibeikloo 2 1- Aitant Profeor, K. N. Tooi Univerity of Technology 2- M.Sc. Student, K. N. Tooi Univerity

More information

First Principles Derivation of Differential Equations of Equilibrium of Anisotropic Rectangular Thin Plates on Elastic Foundations

First Principles Derivation of Differential Equations of Equilibrium of Anisotropic Rectangular Thin Plates on Elastic Foundations Journal of Geotechnical and Tranportation Engineering Volume 4 Iue 1 Firt Principle Derivation of Differential Equation of Equilibrium of Aniotropic Rectangular Thin Plate... Ike Received 5/12/2018 Accepted

More information

Uncertainty in long-term behavior and buckling of concrete-filled steel tubular. columns

Uncertainty in long-term behavior and buckling of concrete-filled steel tubular. columns APCOM & SCM 11-14 th Dember, 213, Singapore Uncertainty in long-term behavior and buckling of concrete-filled teel tubular column * Xue Shi, Wei Gao, Yong-Lin Pi, Mark A. Bradford 1 1 School of civil and

More information

Software Verification

Software Verification EXAMPLE 17 Crack Width Analyi The crack width, wk, i calculated uing the methodology decribed in the Eurocode EN 1992-1-1:2004, Section 7.3.4, which make ue of the following expreion: (1) w = ( ),max ε

More information

Horizontal Biaxial Loading Tests on Sliding Lead Rubber Bearing System

Horizontal Biaxial Loading Tests on Sliding Lead Rubber Bearing System Horizontal Biaxial Loading Tet on Sliding Lead Rubber Bearing Sytem M. Yamamoto, H. Hamaguchi & N. Kamohita Takenaka Reearch and Development Intitute, Japan. M. Kikuchi & K. Ihii Hokkaido Univerity, Japan.

More information

Fluid-structure coupling analysis and simulation of viscosity effect. on Coriolis mass flowmeter

Fluid-structure coupling analysis and simulation of viscosity effect. on Coriolis mass flowmeter APCOM & ISCM 11-14 th December, 2013, Singapore luid-tructure coupling analyi and imulation of vicoity effect on Corioli ma flowmeter *Luo Rongmo, and Wu Jian National Metrology Centre, A*STAR, 1 Science

More information

A Constraint Propagation Algorithm for Determining the Stability Margin. The paper addresses the stability margin assessment for linear systems

A Constraint Propagation Algorithm for Determining the Stability Margin. The paper addresses the stability margin assessment for linear systems A Contraint Propagation Algorithm for Determining the Stability Margin of Linear Parameter Circuit and Sytem Lubomir Kolev and Simona Filipova-Petrakieva Abtract The paper addree the tability margin aement

More information

Estimating floor acceleration in nonlinear multi-story moment-resisting frames

Estimating floor acceleration in nonlinear multi-story moment-resisting frames Etimating floor acceleration in nonlinear multi-tory moment-reiting frame R. Karami Mohammadi Aitant Profeor, Civil Engineering Department, K.N.Tooi Univerity M. Mohammadi M.Sc. Student, Civil Engineering

More information

Stresses near a plate vertex due to a shear force on one of the edges

Stresses near a plate vertex due to a shear force on one of the edges Stree near a plate vertex due to a hear force on one of the edge P.C.J. Hoogenboom Delft Univerity of Technology, Faculty of Civil Engineering and Geocience, Delft, the Netherland A cloed form olution

More information

Determination of Flow Resistance Coefficients Due to Shrubs and Woody Vegetation

Determination of Flow Resistance Coefficients Due to Shrubs and Woody Vegetation ERDC/CL CETN-VIII-3 December 000 Determination of Flow Reitance Coefficient Due to hrub and Woody Vegetation by Ronald R. Copeland PURPOE: The purpoe of thi Technical Note i to tranmit reult of an experimental

More information

AMS 212B Perturbation Methods Lecture 20 Part 1 Copyright by Hongyun Wang, UCSC. is the kinematic viscosity and ˆp = p ρ 0

AMS 212B Perturbation Methods Lecture 20 Part 1 Copyright by Hongyun Wang, UCSC. is the kinematic viscosity and ˆp = p ρ 0 Lecture Part 1 Copyright by Hongyun Wang, UCSC Prandtl boundary layer Navier-Stoke equation: Conervation of ma: ρ t + ( ρ u) = Balance of momentum: u ρ t + u = p+ µδ u + ( λ + µ ) u where µ i the firt

More information

MODELLING OF FRICTIONAL SOIL DAMPING IN FINITE ELEMENT ANALYSIS

MODELLING OF FRICTIONAL SOIL DAMPING IN FINITE ELEMENT ANALYSIS MODELLING OF FRICTIONAL SOIL DAMPING IN FINITE ELEMENT ANALYSIS S. VAN BAARS Department of Science, Technology and Communication, Univerity of Luxembourg, Luxembourg ABSTRACT: In oil dynamic, the oil i

More information

CHAPTER 3 LITERATURE REVIEW ON LIQUEFACTION ANALYSIS OF GROUND REINFORCEMENT SYSTEM

CHAPTER 3 LITERATURE REVIEW ON LIQUEFACTION ANALYSIS OF GROUND REINFORCEMENT SYSTEM CHAPTER 3 LITERATURE REVIEW ON LIQUEFACTION ANALYSIS OF GROUND REINFORCEMENT SYSTEM 3.1 The Simplified Procedure for Liquefaction Evaluation The Simplified Procedure wa firt propoed by Seed and Idri (1971).

More information

Buckling analysis of thick plates using refined trigonometric shear deformation theory

Buckling analysis of thick plates using refined trigonometric shear deformation theory JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES 2 (2015) 159 167 159 Reearch Paper Buckling analyi of thick plate uing refined trigonometric hear deformation theory Sachin M. Gunjal *, Rajeh B. Hajare,

More information

"HIP Modeling Methodology Based on the Inherent Process Anisotropy

HIP Modeling Methodology Based on the Inherent Process Anisotropy "HIP Modeling Methodology Baed on the Inherent Proce Aniotropy Victor Samarov, Vaily Golovehkin, Charle Barre, ( LNT PM, Syneretch P/M, Inc., 65 Monarch treet, Garden Grove CA, USA, 984) Abtract The net

More information

SIMPLIFIED MODEL FOR EPICYCLIC GEAR INERTIAL CHARACTERISTICS

SIMPLIFIED MODEL FOR EPICYCLIC GEAR INERTIAL CHARACTERISTICS UNIVERSITY OF PITESTI SCIENTIFIC BULLETIN FACULTY OF ECHANICS AND TECHNOLOGY AUTOOTIVE erie, year XVII, no. ( 3 ) SIPLIFIED ODEL FOR EPICYCLIC GEAR INERTIAL CHARACTERISTICS Ciobotaru, Ticuşor *, Feraru,

More information

Christian Linde Olsen Griffith University, Faculty of Engineering and Information Technology, Gold Coast Campus.

Christian Linde Olsen Griffith University, Faculty of Engineering and Information Technology, Gold Coast Campus. 1 Abtract Rubble Mound Breakwater Chritian Linde Olen Griffith Univerity, Faculty of Engineering and Information Technology, Gold Coat Campu. 1. Abtract The paper deal with the deign of a rubble mound

More information

Study of a Freely Falling Ellipse with a Variety of Aspect Ratios and Initial Angles

Study of a Freely Falling Ellipse with a Variety of Aspect Ratios and Initial Angles Study of a Freely Falling Ellipe with a Variety of Apect Ratio and Initial Angle Dedy Zulhidayat Noor*, Ming-Jyh Chern*, Tzyy-Leng Horng** *Department of Mechanical Engineering, National Taiwan Univerity

More information

Annex-A: RTTOV9 Cloud validation

Annex-A: RTTOV9 Cloud validation RTTOV-91 Science and Validation Plan Annex-A: RTTOV9 Cloud validation Author O Embury C J Merchant The Univerity of Edinburgh Intitute for Atmo. & Environ. Science Crew Building King Building Edinburgh

More information

THE EXPERIMENTAL PERFORMANCE OF A NONLINEAR DYNAMIC VIBRATION ABSORBER

THE EXPERIMENTAL PERFORMANCE OF A NONLINEAR DYNAMIC VIBRATION ABSORBER Proceeding of IMAC XXXI Conference & Expoition on Structural Dynamic February -4 Garden Grove CA USA THE EXPERIMENTAL PERFORMANCE OF A NONLINEAR DYNAMIC VIBRATION ABSORBER Yung-Sheng Hu Neil S Ferguon

More information

CAPACITY OF STIFFENED STEEL SHEAR PANELS AS A STRUCTURAL CONTROL DAMPER

CAPACITY OF STIFFENED STEEL SHEAR PANELS AS A STRUCTURAL CONTROL DAMPER CAPACITY OF STIFFENED STEEL SHEAR PANELS AS A STRUCTURAL CONTROL DAMPER H.B. Ge 1, K. Kaneko and T. Uami 3 1,3 Profeor, Department of Civil Engineering, Meijo Univerity, Nagoya 458-85, Japan Graduate Student,

More information

MECHANICAL PROPERTIES OF 3D RE-ENTRANT AUXETIC CELLULAR STRUCTURES

MECHANICAL PROPERTIES OF 3D RE-ENTRANT AUXETIC CELLULAR STRUCTURES 21 t International Conference on Compoite Material i an, 20-25 th Augut 2017 MECHANICAL PROPERTIES OF D RE-ENTRANT AUETIC CELLULAR STRUCTURES in-tao Wang, Bing Wang, iao-wen Li, Li Ma* * Center for Compoite

More information

Social Studies 201 Notes for November 14, 2003

Social Studies 201 Notes for November 14, 2003 1 Social Studie 201 Note for November 14, 2003 Etimation of a mean, mall ample ize Section 8.4, p. 501. When a reearcher ha only a mall ample ize available, the central limit theorem doe not apply to the

More information

A FUNCTIONAL BAYESIAN METHOD FOR THE SOLUTION OF INVERSE PROBLEMS WITH SPATIO-TEMPORAL PARAMETERS AUTHORS: CORRESPONDENCE: ABSTRACT

A FUNCTIONAL BAYESIAN METHOD FOR THE SOLUTION OF INVERSE PROBLEMS WITH SPATIO-TEMPORAL PARAMETERS AUTHORS: CORRESPONDENCE: ABSTRACT A FUNCTIONAL BAYESIAN METHOD FOR THE SOLUTION OF INVERSE PROBLEMS WITH SPATIO-TEMPORAL PARAMETERS AUTHORS: Zenon Medina-Cetina International Centre for Geohazard / Norwegian Geotechnical Intitute Roger

More information

Social Studies 201 Notes for March 18, 2005

Social Studies 201 Notes for March 18, 2005 1 Social Studie 201 Note for March 18, 2005 Etimation of a mean, mall ample ize Section 8.4, p. 501. When a reearcher ha only a mall ample ize available, the central limit theorem doe not apply to the

More information

The continuous time random walk (CTRW) was introduced by Montroll and Weiss 1.

The continuous time random walk (CTRW) was introduced by Montroll and Weiss 1. 1 I. CONTINUOUS TIME RANDOM WALK The continuou time random walk (CTRW) wa introduced by Montroll and Wei 1. Unlike dicrete time random walk treated o far, in the CTRW the number of jump n made by the walker

More information

OBSERVER-BASED REDUCED ORDER CONTROLLER DESIGN FOR THE STABILIZATION OF LARGE SCALE LINEAR DISCRETE-TIME CONTROL SYSTEMS

OBSERVER-BASED REDUCED ORDER CONTROLLER DESIGN FOR THE STABILIZATION OF LARGE SCALE LINEAR DISCRETE-TIME CONTROL SYSTEMS International Journal o Computer Science, Engineering and Inormation Technology (IJCSEIT, Vol.1, No.5, December 2011 OBSERVER-BASED REDUCED ORDER CONTROLLER DESIGN FOR THE STABILIZATION OF LARGE SCALE

More information

HELICAL TUBES TOUCHING ONE ANOTHER OR THEMSELVES

HELICAL TUBES TOUCHING ONE ANOTHER OR THEMSELVES 15 TH INTERNATIONAL CONFERENCE ON GEOMETRY AND GRAPHICS 0 ISGG 1-5 AUGUST, 0, MONTREAL, CANADA HELICAL TUBES TOUCHING ONE ANOTHER OR THEMSELVES Peter MAYRHOFER and Dominic WALTER The Univerity of Innbruck,

More information

CHAPTER 8 OBSERVER BASED REDUCED ORDER CONTROLLER DESIGN FOR LARGE SCALE LINEAR DISCRETE-TIME CONTROL SYSTEMS

CHAPTER 8 OBSERVER BASED REDUCED ORDER CONTROLLER DESIGN FOR LARGE SCALE LINEAR DISCRETE-TIME CONTROL SYSTEMS CHAPTER 8 OBSERVER BASED REDUCED ORDER CONTROLLER DESIGN FOR LARGE SCALE LINEAR DISCRETE-TIME CONTROL SYSTEMS 8.1 INTRODUCTION 8.2 REDUCED ORDER MODEL DESIGN FOR LINEAR DISCRETE-TIME CONTROL SYSTEMS 8.3

More information

EP225 Note No. 5 Mechanical Waves

EP225 Note No. 5 Mechanical Waves EP5 Note No. 5 Mechanical Wave 5. Introduction Cacade connection of many ma-pring unit conitute a medium for mechanical wave which require that medium tore both kinetic energy aociated with inertia (ma)

More information

At the end of this lesson, the students should be able to understand:

At the end of this lesson, the students should be able to understand: Intructional Objective: At the end of thi leon, the tudent hould be able to undertand: Baic failure mechanim of riveted joint. Concept of deign of a riveted joint. 1. Strength of riveted joint: Strength

More information

APPLICATION OF THE SINGLE IMPACT MICROINDENTATION FOR NON- DESTRUCTIVE TESTING OF THE FRACTURE TOUGHNESS OF NONMETALLIC AND POLYMERIC MATERIALS

APPLICATION OF THE SINGLE IMPACT MICROINDENTATION FOR NON- DESTRUCTIVE TESTING OF THE FRACTURE TOUGHNESS OF NONMETALLIC AND POLYMERIC MATERIALS APPLICATION OF THE SINGLE IMPACT MICROINDENTATION FOR NON- DESTRUCTIVE TESTING OF THE FRACTURE TOUGHNESS OF NONMETALLIC AND POLYMERIC MATERIALS REN A. P. INSTITUTE OF APPLIED PHYSICS OF THE NATIONAL ACADEMY

More information

Finite Element Truss Problem

Finite Element Truss Problem 6. rue Uing FEA Finite Element ru Problem We tarted thi erie of lecture looking at tru problem. We limited the dicuion to tatically determinate tructure and olved for the force in element and reaction

More information

Constitutive models. Part 2 Elastoplastic

Constitutive models. Part 2 Elastoplastic Contitutive model art latoplatic latoplatic material model latoplatic material are aumed to behave elatically up to a certain tre limit after which combined elatic and platic behaviour occur. laticity

More information

Macromechanical Analysis of a Lamina

Macromechanical Analysis of a Lamina 3, P. Joyce Macromechanical Analyi of a Lamina Generalized Hooke Law ij Cijklε ij C ijkl i a 9 9 matri! 3, P. Joyce Hooke Law Aume linear elatic behavior mall deformation ε Uniaial loading 3, P. Joyce

More information

A Simple Higher Order Theory for Bending Analysis of Steel Beams

A Simple Higher Order Theory for Bending Analysis of Steel Beams SSRG International Journal of Civil Engineering (SSRG-IJCE) volume Iue April 15 A Simple Higher Order Theory for Bending Analyi of Steel Beam T.K. Meghare 1, P.D. Jadhao 1 Department of Civil Engineering,

More information

BACKSCATTER FROM A SPHERICAL INCLUSION WITH COMPLIANT INTERPHASE CHARACTERISTICS. M. Kitahara Tokai University Shimizu, Shizuoka 424, Japan

BACKSCATTER FROM A SPHERICAL INCLUSION WITH COMPLIANT INTERPHASE CHARACTERISTICS. M. Kitahara Tokai University Shimizu, Shizuoka 424, Japan BACKSCATTER FROM A SPHERICAL INCLUSION WITH COMPLIANT INTERPHASE CHARACTERISTICS M. Kitahara Tokai Univerity Shimizu, Shizuoka 424, Japan K. Nakagawa Total Sytem Intitute Shinjuku, Tokyo 162, Japan J.

More information

UNITS FOR THERMOMECHANICS

UNITS FOR THERMOMECHANICS UNITS FOR THERMOMECHANICS 1. Conitent Unit. Every calculation require a conitent et of unit. Hitorically, one et of unit wa ued for mechanic and an apparently unrelated et of unit wa ued for heat. For

More information

CRACK TIP STRESS FIELDS FOR ANISOTROPIC MATERIALS WITH CUBIC SYMMETRY

CRACK TIP STRESS FIELDS FOR ANISOTROPIC MATERIALS WITH CUBIC SYMMETRY CRACK TIP TRE FIELD FOR ANIOTROPIC MATERIAL WITH CUBIC YMMETRY D.E. Lempidaki, N.P. O Dowd, E.P. Buo Department of Mechanical Engineering, Imperial College London, outh Kenington Campu, London, W7 AZ United

More information

Interaction Diagram - Tied Reinforced Concrete Column (Using CSA A )

Interaction Diagram - Tied Reinforced Concrete Column (Using CSA A ) Interaction Diagram - Tied Reinforced Concrete Column (Uing CSA A23.3-14) Interaction Diagram - Tied Reinforced Concrete Column Develop an interaction diagram for the quare tied concrete column hown in

More information

Effects of soil structure interaction on behavior of reinforced concrete structures

Effects of soil structure interaction on behavior of reinforced concrete structures Journal of Structural Engineering & Applied Mechanic 18 Volume 1 Iue 1 Page 8-33 http://doi.org/1.3146/jeam.18.1833 www.goldenlightpublih.com RESEARCH ARTICLE Effect of oil tructure interaction on behavior

More information

Critical Height of Slopes in Homogeneous Soil: the Variational Solution

Critical Height of Slopes in Homogeneous Soil: the Variational Solution Critical Height of Slope in Homogeneou Soil: the Variational Solution Chen, Rong State Key Laboratory of Coatal and Offhore Engineering & Intitute of Geotechnical Engineering, Dalian Univerity of Technology,

More information

A novel protocol for linearization of the Poisson-Boltzmann equation

A novel protocol for linearization of the Poisson-Boltzmann equation Ann. Univ. Sofia, Fac. Chem. Pharm. 16 (14) 59-64 [arxiv 141.118] A novel protocol for linearization of the Poion-Boltzmann equation Roumen Tekov Department of Phyical Chemitry, Univerity of Sofia, 1164

More information

Bogoliubov Transformation in Classical Mechanics

Bogoliubov Transformation in Classical Mechanics Bogoliubov Tranformation in Claical Mechanic Canonical Tranformation Suppoe we have a et of complex canonical variable, {a j }, and would like to conider another et of variable, {b }, b b ({a j }). How

More information

Relationship between CPT parameters and properties of saturated ultrasoft clays in the Pearl River delta

Relationship between CPT parameters and properties of saturated ultrasoft clays in the Pearl River delta 3 rd International Sympoium on Cone Penetration Teting, La Vega, Nevada, USA - 014 Relationhip between CPT parameter and propertie of aturated ultraoft clay in the Pearl River delta Z.M. Li Geotechnical

More information

Source slideplayer.com/fundamentals of Analytical Chemistry, F.J. Holler, S.R.Crouch. Chapter 6: Random Errors in Chemical Analysis

Source slideplayer.com/fundamentals of Analytical Chemistry, F.J. Holler, S.R.Crouch. Chapter 6: Random Errors in Chemical Analysis Source lideplayer.com/fundamental of Analytical Chemitry, F.J. Holler, S.R.Crouch Chapter 6: Random Error in Chemical Analyi Random error are preent in every meaurement no matter how careful the experimenter.

More information

Extending MFM Function Ontology for Representing Separation and Conversion in Process Plant

Extending MFM Function Ontology for Representing Separation and Conversion in Process Plant Downloaded from orbit.dtu.dk on: Oct 05, 2018 Extending MFM Function Ontology for Repreenting Separation and Converion in Proce Plant Zhang, Xinxin; Lind, Morten; Jørgenen, Sten Bay; Wu, Jing; Karnati,

More information

CHAPTER 6 TORSION. its inner diameter d d / 2. = mm = = mm. π (122.16) = mm 2

CHAPTER 6 TORSION. its inner diameter d d / 2. = mm = = mm. π (122.16) = mm 2 CHAPTER 6 TORSION Prolem. A olid circular haft i to tranmit 00 kw at 00 r.p.m. If the hear tre i not to exceed 80 N/mm, find the diameter of the haft. What percentage in aving would e otained if thi haft

More information

We are IntechOpen, the world s leading publisher of Open Access books Built by scientists, for scientists. International authors and editors

We are IntechOpen, the world s leading publisher of Open Access books Built by scientists, for scientists. International authors and editors We are IntechOpen, the world leading publiher of Open Acce book Built by cientit, for cientit 3,500 108,000 1.7 M Open acce book available International author and editor Download Our author are among

More information

Finite Element Analysis of a Fiber Bragg Grating Accelerometer for Performance Optimization

Finite Element Analysis of a Fiber Bragg Grating Accelerometer for Performance Optimization Finite Element Analyi of a Fiber Bragg Grating Accelerometer for Performance Optimization N. Baumallick*, P. Biwa, K. Dagupta and S. Bandyopadhyay Fiber Optic Laboratory, Central Gla and Ceramic Reearch

More information

Design and simulation of turbo-alternators using coupled permeance network model

Design and simulation of turbo-alternators using coupled permeance network model Deign and imulation of turbo-alternator uing coupled permeance network model Dmitry Petrichenko, Michel Hecquet, Pacal Brochet, Vyachelav uznetov, Daniel Laloy To cite thi verion: Dmitry Petrichenko, Michel

More information

New Representation of Bearings in LS-DYNA

New Representation of Bearings in LS-DYNA 13 th International LS-DYNA Users Conference Session: Aerospace New Representation of Bearings in LS-DYNA Kelly S. Carney Samuel A. Howard NASA Glenn Research Center, Cleveland, OH 44135 Brad A. Miller

More information

The Hassenpflug Matrix Tensor Notation

The Hassenpflug Matrix Tensor Notation The Haenpflug Matrix Tenor Notation D.N.J. El Dept of Mech Mechatron Eng Univ of Stellenboch, South Africa e-mail: dnjel@un.ac.za 2009/09/01 Abtract Thi i a ample document to illutrate the typeetting of

More information

THE RATIO OF DISPLACEMENT AMPLIFICATION FACTOR TO FORCE REDUCTION FACTOR

THE RATIO OF DISPLACEMENT AMPLIFICATION FACTOR TO FORCE REDUCTION FACTOR 3 th World Conference on Earthquake Engineering Vancouver, B.C., Canada Augut -6, 4 Paper No. 97 THE RATIO OF DISPLACEMENT AMPLIFICATION FACTOR TO FORCE REDUCTION FACTOR Mua MAHMOUDI SUMMARY For Seimic

More information

arxiv: v1 [math.ca] 23 Sep 2017

arxiv: v1 [math.ca] 23 Sep 2017 arxiv:709.08048v [math.ca] 3 Sep 07 On the unit ditance problem A. Ioevich Abtract. The Erdő unit ditance conjecture in the plane ay that the number of pair of point from a point et of ize n eparated by

More information

Suggested Answers To Exercises. estimates variability in a sampling distribution of random means. About 68% of means fall

Suggested Answers To Exercises. estimates variability in a sampling distribution of random means. About 68% of means fall Beyond Significance Teting ( nd Edition), Rex B. Kline Suggeted Anwer To Exercie Chapter. The tatitic meaure variability among core at the cae level. In a normal ditribution, about 68% of the core fall

More information

Determination of Flow Resistance Coefficients Due to Shrubs and Woody Vegetation

Determination of Flow Resistance Coefficients Due to Shrubs and Woody Vegetation December 000 Determination of Flow Reitance Coefficient Due to hrub and Woody Vegetation by Ronald R. Copeland PURPOE: The purpoe of thi Technical Note i to tranmit reult of an experimental invetigation

More information

Standard Guide for Conducting Ruggedness Tests 1

Standard Guide for Conducting Ruggedness Tests 1 Deignation: E 69 89 (Reapproved 996) Standard Guide for Conducting Ruggedne Tet AMERICA SOCIETY FOR TESTIG AD MATERIALS 00 Barr Harbor Dr., Wet Conhohocken, PA 948 Reprinted from the Annual Book of ASTM

More information

Supplementary Figures

Supplementary Figures Supplementary Figure Supplementary Figure S1: Extraction of the SOF. The tandard deviation of meaured V xy at aturated tate (between 2.4 ka/m and 12 ka/m), V 2 d Vxy( H, j, hm ) Vxy( H, j, hm ) 2. The

More information

Math Skills. Scientific Notation. Uncertainty in Measurements. Appendix A5 SKILLS HANDBOOK

Math Skills. Scientific Notation. Uncertainty in Measurements. Appendix A5 SKILLS HANDBOOK ppendix 5 Scientific Notation It i difficult to work with very large or very mall number when they are written in common decimal notation. Uually it i poible to accommodate uch number by changing the SI

More information

Experimental study of the heat transfer for a tube bundle in a transversally flowing air

Experimental study of the heat transfer for a tube bundle in a transversally flowing air oceeding of the th WSEAS Int. Conf. on HEAT TRASFER, THERMA EGIEERIG and EVIROMET, Elounda, Greece, Augut -, 00 (pp-8) Experimental tudy of the heat tranfer for a tube bundle in a tranverally flowing air

More information

NUMERICAL SIMULATION OF DESICCATION CRACKING PROCESS BY WEAK COUPLING OF DESICCATION AND FRACTURE

NUMERICAL SIMULATION OF DESICCATION CRACKING PROCESS BY WEAK COUPLING OF DESICCATION AND FRACTURE Geotec., Cont. Mat. & Env., ISSN:86-990, Japan, DOI: http://dx.doi.org/0.660/07.33.535 NUMERICAL SIMULATION OF DESICCATION CRACKING PROCESS BY WEAK COUPLING OF DESICCATION AND FRACTURE *Sayako Hirobe and

More information

ON THE APPROXIMATION ERROR IN HIGH DIMENSIONAL MODEL REPRESENTATION. Xiaoqun Wang

ON THE APPROXIMATION ERROR IN HIGH DIMENSIONAL MODEL REPRESENTATION. Xiaoqun Wang Proceeding of the 2008 Winter Simulation Conference S. J. Maon, R. R. Hill, L. Mönch, O. Roe, T. Jefferon, J. W. Fowler ed. ON THE APPROXIMATION ERROR IN HIGH DIMENSIONAL MODEL REPRESENTATION Xiaoqun Wang

More information

Bernoulli s equation may be developed as a special form of the momentum or energy equation.

Bernoulli s equation may be developed as a special form of the momentum or energy equation. BERNOULLI S EQUATION Bernoulli equation may be developed a a pecial form of the momentum or energy equation. Here, we will develop it a pecial cae of momentum equation. Conider a teady incompreible flow

More information

USING NONLINEAR CONTROL ALGORITHMS TO IMPROVE THE QUALITY OF SHAKING TABLE TESTS

USING NONLINEAR CONTROL ALGORITHMS TO IMPROVE THE QUALITY OF SHAKING TABLE TESTS October 12-17, 28, Beijing, China USING NONLINEAR CONTR ALGORITHMS TO IMPROVE THE QUALITY OF SHAKING TABLE TESTS T.Y. Yang 1 and A. Schellenberg 2 1 Pot Doctoral Scholar, Dept. of Civil and Env. Eng.,

More information

CHARGING OF DUST IN A NEGATIVE ION PLASMA (APS DPP-06 Poster LP )

CHARGING OF DUST IN A NEGATIVE ION PLASMA (APS DPP-06 Poster LP ) 1 CHARGING OF DUST IN A NEGATIVE ION PLASMA (APS DPP-06 Poter LP1.00128) Robert Merlino, Ro Fiher, Su Hyun Kim And Nathan Quarderer Department of Phyic and Atronomy, The Univerity of Iowa Abtract. We invetigate

More information

Research Article Reliability of Foundation Pile Based on Settlement and a Parameter Sensitivity Analysis

Research Article Reliability of Foundation Pile Based on Settlement and a Parameter Sensitivity Analysis Mathematical Problem in Engineering Volume 2016, Article ID 1659549, 7 page http://dxdoiorg/101155/2016/1659549 Reearch Article Reliability of Foundation Pile Baed on Settlement and a Parameter Senitivity

More information

ME 375 EXAM #1 Tuesday February 21, 2006

ME 375 EXAM #1 Tuesday February 21, 2006 ME 375 EXAM #1 Tueday February 1, 006 Diviion Adam 11:30 / Savran :30 (circle one) Name Intruction (1) Thi i a cloed book examination, but you are allowed one 8.5x11 crib heet. () You have one hour to

More information

Modeling the frictional torque of a dry-lubricated tapered roller bearing considering the roller skewing

Modeling the frictional torque of a dry-lubricated tapered roller bearing considering the roller skewing Friction ISS 2223-7690 http://doi.org/10.1007/40544-018-0232-8 C 10-1237/TH RESEARCH ARTICLE Modeling the frictional torque of a dry-lubricated tapered roller bearing conidering the roller kewing Chi ZHAG,

More information

AEIJST June Vol 2 Issue 6 ISSN

AEIJST June Vol 2 Issue 6 ISSN Theoretical Invetigation Performance of Proportional Directional Control Value Uing Matlab /Simulink *Sudhindra R. Kulkarni **S.H.Kulkarni ***Sudhindra R. Kulkarni *Department of Mechanical Engineering,

More information

Alternate Dispersion Measures in Replicated Factorial Experiments

Alternate Dispersion Measures in Replicated Factorial Experiments Alternate Diperion Meaure in Replicated Factorial Experiment Neal A. Mackertich The Raytheon Company, Sudbury MA 02421 Jame C. Benneyan Northeatern Univerity, Boton MA 02115 Peter D. Krau The Raytheon

More information

SMALL-SIGNAL STABILITY ASSESSMENT OF THE EUROPEAN POWER SYSTEM BASED ON ADVANCED NEURAL NETWORK METHOD

SMALL-SIGNAL STABILITY ASSESSMENT OF THE EUROPEAN POWER SYSTEM BASED ON ADVANCED NEURAL NETWORK METHOD SMALL-SIGNAL STABILITY ASSESSMENT OF THE EUROPEAN POWER SYSTEM BASED ON ADVANCED NEURAL NETWORK METHOD S.P. Teeuwen, I. Erlich U. Bachmann Univerity of Duiburg, Germany Department of Electrical Power Sytem

More information

OPTIMAL COST DESIGN OF RIGID RAFT FOUNDATION

OPTIMAL COST DESIGN OF RIGID RAFT FOUNDATION The Tenth Eat Aia-Pacific Conference on Structural Engineering and Contruction Augut 3-5, 2006, Bangkok, Thailand OPTIMAL COST DESIGN OF RIGID RAFT FOUNDATION P. K. BASUDHAR 1, A. DAS 2, S. K. DAS 2, A.

More information

Domain Optimization Analysis in Linear Elastic Problems * (Approach Using Traction Method)

Domain Optimization Analysis in Linear Elastic Problems * (Approach Using Traction Method) Domain Optimization Analyi in Linear Elatic Problem * (Approach Uing Traction Method) Hideyuki AZEGAMI * and Zhi Chang WU *2 We preent a numerical analyi and reult uing the traction method for optimizing

More information

SEISMIC STRENGTH REDUCTION FACTOR FOR SINGLE AND MULTI-STOREY SHEAR BUILDINGS CONSIDERING SOIL- STRUCTURE INTERACTION

SEISMIC STRENGTH REDUCTION FACTOR FOR SINGLE AND MULTI-STOREY SHEAR BUILDINGS CONSIDERING SOIL- STRUCTURE INTERACTION SEISMIC STRENGTH REDUCTION FACTOR FOR SINGLE AND MULTI-STOREY SHEAR BUILDINGS CONSIDERING SOIL- STRUCTURE INTERACTION Yang LU, Iman HAJIRASOULIHA * and Alec M. MARSHALL ABSTRACT A parametric analyi ha

More information

Lecture 17: Analytic Functions and Integrals (See Chapter 14 in Boas)

Lecture 17: Analytic Functions and Integrals (See Chapter 14 in Boas) Lecture 7: Analytic Function and Integral (See Chapter 4 in Boa) Thi i a good point to take a brief detour and expand on our previou dicuion of complex variable and complex function of complex variable.

More information

Clustering Methods without Given Number of Clusters

Clustering Methods without Given Number of Clusters Clutering Method without Given Number of Cluter Peng Xu, Fei Liu Introduction A we now, mean method i a very effective algorithm of clutering. It mot powerful feature i the calability and implicity. However,

More information

ME 141. Engineering Mechanics

ME 141. Engineering Mechanics ME 141 Engineering Mechanic Lecture 14: Plane motion of rigid bodie: Force and acceleration Ahmad Shahedi Shakil Lecturer, Dept. of Mechanical Engg, BUET E-mail: hakil@me.buet.ac.bd, hakil6791@gmail.com

More information

Jan Purczyński, Kamila Bednarz-Okrzyńska Estimation of the shape parameter of GED distribution for a small sample size

Jan Purczyński, Kamila Bednarz-Okrzyńska Estimation of the shape parameter of GED distribution for a small sample size Jan Purczyńki, Kamila Bednarz-Okrzyńka Etimation of the hape parameter of GED ditribution for a mall ample ize Folia Oeconomica Stetinenia 4()/, 35-46 04 Folia Oeconomica Stetinenia DOI: 0.478/foli-04-003

More information

Similarity of the Temperature Profile formed by Fluid Flow along a Wall

Similarity of the Temperature Profile formed by Fluid Flow along a Wall Similarity of the emperature Profile formed by Fluid Flow along a Wall David Weyburne 1 AFRL/RYDH 2241 Avionic Circle WPAFB OH 45433 ABSRAC A new approach to the tudy of imilarity of temperature profile

More information

An Experimental Study on the Effect of Foundation Depth, Size and Shape on Subgrade Reaction of Cohessionless Soil

An Experimental Study on the Effect of Foundation Depth, Size and Shape on Subgrade Reaction of Cohessionless Soil Engineering, 013, 5, 785-795 http://dx.doi.org/10.436/eng.013.510095 Publihed Online October 013 (http://www.cirp.org/journal/eng) An Experimental Study on the Effect of Foundation Depth, Size and Shape

More information

Numerical Simulations of Coriolis Flow Meters for Low Reynolds Number Flows

Numerical Simulations of Coriolis Flow Meters for Low Reynolds Number Flows MAPAN - Journal Numerical of Metrology Simulation Society of of Corioli India, Vol. Flow 26, Meter No. 3, 2011; for Low pp. Reynold 225-235 Number Flow ORIGINAL ARTICLE Numerical Simulation of Corioli

More information

Optimization model in Input output analysis and computable general. equilibrium by using multiple criteria non-linear programming.

Optimization model in Input output analysis and computable general. equilibrium by using multiple criteria non-linear programming. Optimization model in Input output analyi and computable general equilibrium by uing multiple criteria non-linear programming Jing He * Intitute of ytem cience, cademy of Mathematic and ytem cience Chinee

More information

A Comparison of Correlations for Heat Transfer from Inclined Pipes

A Comparison of Correlations for Heat Transfer from Inclined Pipes A Comparion of Correlation for Heat Tranfer from Inclined Pipe Krihperad Manohar Department of Mechanical and Manufacturing Engineering The Univerity of the Wet Indie St. Augutine, Trinidad and Tobago

More information

Control of Delayed Integrating Processes Using Two Feedback Controllers R MS Approach

Control of Delayed Integrating Processes Using Two Feedback Controllers R MS Approach Proceeding of the 7th WSEAS International Conference on SYSTEM SCIENCE and SIMULATION in ENGINEERING (ICOSSSE '8) Control of Delayed Integrating Procee Uing Two Feedback Controller R MS Approach LIBOR

More information

On the Isentropic Forchheimer s Sound Waves Propagation in a Cylindrical Tube Filled with a Porous Media

On the Isentropic Forchheimer s Sound Waves Propagation in a Cylindrical Tube Filled with a Porous Media 5th WSEAS Int. Conf. on FLUID MECHANICS (FLUIDS') Acapulco, Mexico, January 5-7, On the Ientropic Forchheimer Sound Wave Propagation in a Cylindrical Tube Filled with a Porou Media H. M. Dwairi Civil Engineering

More information

On the Quantum Theory of Impact Phenomenon for the Conditions of Elastic Deformation of Impacted Body

On the Quantum Theory of Impact Phenomenon for the Conditions of Elastic Deformation of Impacted Body International Letter of Chemitry, Phyic and Atronomy Online: 013-04-0 ISSN: 99-3843, Vol. 1, pp 45-59 doi:10.1805/www.cipre.com/ilcpa.1.45 013 SciPre Ltd., Switzerland On the Quantum Theory of Impact Phenomenon

More information

Department of Aerospace Engineering and Engineering Mechanics, University of Texas, Austin,

Department of Aerospace Engineering and Engineering Mechanics, University of Texas, Austin, Buckling mode of elatic thin film on elatic ubtrate Haixia Mei and Rui Huang * Department of Aeropace Engineering and Engineering Mechanic, Univerity of Texa, Autin, TX 78712 Jun Young Chung and Chritopher

More information

Jump condition at the boundary between a porous catalyst and a homogeneous fluid

Jump condition at the boundary between a porous catalyst and a homogeneous fluid From the SelectedWork of Francico J. Valde-Parada 2005 Jump condition at the boundary between a porou catalyt and a homogeneou fluid Francico J. Valde-Parada J. Alberto Ochoa-Tapia Available at: http://work.bepre.com/francico_j_valde_parada/12/

More information

Unified Correlation between SPT-N and Shear Wave Velocity for all Soil Types

Unified Correlation between SPT-N and Shear Wave Velocity for all Soil Types 6 th International Conference on Earthquake Geotechnical Engineering 1-4 ovember 15 Chritchurch, ew Zealand Unified Correlation between SPT- and Shear Wave Velocity for all Soil Type C.-C. Tai 1 and T.

More information

CONFERENCE PROCEEDINGS VOLUME I

CONFERENCE PROCEEDINGS VOLUME I FILTECH 005 CONFERENCE PROCEEDINGS VOLUME I Conference Date: October -3, 005 Venue: Organizer: Rhein-Main-Hallen Rheintr. 0 6508 Wiebaden Germany Filtech Exhibition Germany PO Box 5 40637 Meerbuch Germany

More information

[Saxena, 2(9): September, 2013] ISSN: Impact Factor: INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY

[Saxena, 2(9): September, 2013] ISSN: Impact Factor: INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY [Saena, (9): September, 0] ISSN: 77-9655 Impact Factor:.85 IJESRT INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY Contant Stre Accelerated Life Teting Uing Rayleigh Geometric Proce

More information

MULTI-LAYERED LOSSY FINITE LENGTH DIELECTRIC CYLINDIRICAL MODEL OF MAN AT OBLIQUE INCIDENCE

MULTI-LAYERED LOSSY FINITE LENGTH DIELECTRIC CYLINDIRICAL MODEL OF MAN AT OBLIQUE INCIDENCE Proceeding 3rd Annual Conference IEEE/EMBS Oct.5-8, 1, Itanbul, TURKEY MULTI-LAYERED LOSSY FINITE LENGTH DIELECTRIC CYLINDIRICAL MODEL OF MAN AT OBLIQUE INCIDENCE S.S. Şeker, B. Yeldiren Boğaziçi Univerity,

More information

PART I: AN EXPERIMENTAL STUDY INTO THE VISCOUS DAMPING RESPONSE OF PILE-CLAY INTERFACES

PART I: AN EXPERIMENTAL STUDY INTO THE VISCOUS DAMPING RESPONSE OF PILE-CLAY INTERFACES PART I: AN EXPERIMENTAL STUDY INTO THE VISCOUS DAMPING RESPONSE OF PILE-CLAY INTERFACES V. B. L. Chin, Gue & Partner Sdn Bhd, Malayia; Formerly Monah Univerity, Autralia J. P. Seidel, Foundation QA Pty

More information

Basics of a Quartz Crystal Microbalance

Basics of a Quartz Crystal Microbalance Baic of a Quartz Crytal Microbalance Introduction Thi document provide an introduction to the quartz crytal microbalance (QCM) which i an intrument that allow a uer to monitor mall ma change on an electrode.

More information

Physics 741 Graduate Quantum Mechanics 1 Solutions to Final Exam, Fall 2014

Physics 741 Graduate Quantum Mechanics 1 Solutions to Final Exam, Fall 2014 Phyic 7 Graduate Quantum Mechanic Solution to inal Eam all 0 Each quetion i worth 5 point with point for each part marked eparately Some poibly ueful formula appear at the end of the tet In four dimenion

More information

Shakedown and Limit Analysis of 90 o Pipe Bends Under Internal Pressure, Cyclic In-plane Bending and Cyclic Thermal Loading

Shakedown and Limit Analysis of 90 o Pipe Bends Under Internal Pressure, Cyclic In-plane Bending and Cyclic Thermal Loading Shakedown and Limit Analyi of 9 o ipe Bend Under Internal reure, Cyclic In-plane Bending and Cyclic Thermal Loading Haofeng Chen*, Jame Ure, Tianbai Li, Weihang Chen, Donald Mackenzie Department of Mechanical

More information

Blackbody radiation. Main radiation laws. Sun as an energy source. Solar spectrum and solar constant.

Blackbody radiation. Main radiation laws. Sun as an energy source. Solar spectrum and solar constant. Lecture 3. lackbody radiation. Main radiation law. Sun a an energy ource. Solar pectrum and olar contant. Objective:. Concept of a blackbody, thermodynamical equilibrium, and local thermodynamical equilibrium..

More information