A numerical simulator of outbursts of coal and gas

Size: px
Start display at page:

Download "A numerical simulator of outbursts of coal and gas"

Transcription

1 Uiversity of Wolloo Research Olie Coal Operators' Coferece Faculty of Eieeri ad Iformatio Scieces 2010 A umerical simulator of outbursts of coal ad as She Xue CSIRO Earth Sciece ad Resource Eieeri Ga Wa CSIRO Earth Sciece ad Resource Eieeri; Collee of Resource ad Evirometal Eieeri, Shado Uiversity of Sciece ad Techoloy, Chia Yuca Wa CSIRO Earth Sciece ad Resource Eieeri Ju Xie CSIRO Earth Sciece ad Resource Eieeri Publicatio Details This coferece paper as oriially published as Xue, S, Wa, G, Wa, Y ad Xie, J, A umerical simulator of outbursts of coal ad as, i Aziz, N (ed), 10th Uderroud Coal Operators' Coferece, Uiversity of Wolloo & the Australasia Istitute of Mii ad Metallury, 2010, Research Olie is the ope access istitutioal repository for the Uiversity of Wolloo. For further iformatio cotact the UOW Library: research-pubs@uo.edu.au

2 2010 Uderroud Coal Operators Coferece The AusIMM Illaarra Brach A NUMERICAL SIMULATOR OF OUTBURSTS OF COAL AND GAS She Xue 1, Ga Wa 1,2, Yuca Wa 1, ad Ju Xie 1 ABSTRACT: A outburst of coal ad as i uderroud coal mies may occur he stress coditio ad coal failure combie ith rapid as desorptio. A mechaical ad fluid coupled umerical simulator, SimBurst, has bee developed to simulate the iitiatio process of the outburst, as a first step to model the hole process of the outburst. This paper describes the simulator ad a simple model set up ith the simulator to model the iitiatio of a outburst i roaday excavatio to illustrate the methodoloy ad approach ith the SimBurst. The model simulated the basic features of a outburst iitiatio process, icludi coal deformatio, pore pressure ad pricipal stress vector redistributio, ad yield ad tesile failure zoe of coal. INTRODUCTION A outburst of coal ad as is a major hazard i uderroud coal mii. It could cause daers of asphyxiatio due to oxye deficiecy, of poisoi y oxious ases, ad explosio by iadvertet iitio of the resultat explosive mixtures ad of ijury due to violece. A umber of theories have bee proposed to explai the mechaism of the outburst. These iclude; cavity theory ad the pocket theory (Shepherd et al, 1981), the dyamic theory (Farmer ad Pooley, 1967; Shepherd et al, 1981), ad the spherical shell destabilizatio theory (Jia, 1995). It is eerally accepted that mii-iduced chaes i strata stress ad as pressure cause deformatio ad failure of coal ad the iteractio betee as ad coal results to a dyamic type of failure or outbursti. More specifically, there are to coditios hich must be met for a outburst to occur: coal must be failed uder a effective stress; as must be able to desorp rapidly from the coal ad the as pressure must be lare eouh to push the failed coal ito the mii opei istataeously. I other ords, the occurrece of a outburst is the result of combied effects of stress redistributio, as desorptio, coal property ad time. Despite the eeralized uderstadi of the outburst mechaism, quatitative predictio of the outburst is still a challei issue as curret outburst predictio methods are larely based o past practical experieces ad empirical data. Some attempts have bee made to umerically model the process of the outburst. These iclude maily a phase trasformatio model (Litiiszy, 1985), a as desorptio ad flo model (Paterso,1986), a boudary elemet model (Barro ad Kullma, 1990), a airay as flo model (Otuoye ad She, 1994), a fracture mechaics model (Oditsev s,1997), a simple fiite elemet model (Xu et al., 2006) ad a plasticity model (Wold et al., 2008). Despite these reat efforts there is still o sile umerical model to simulate the hole process of the outburst. It has prove to be difficult because the outburst is i fact a to-step process (iitiatio ad developmet) ad each step has its o characteristics ad requires differet approaches. As a first step, a umerical simulator, SimBurst, is developed to model the iitiatio process of the outburst. SIMBURST DESCRIPTIONS SimBurst is a three-dimesioal umerical simulator developed by CSIRO Earth Sciece ad Resource Eieeri. With this simulator, the process of mii-iduced stress redistributio, chaes of coal/rock permeability ad pore pressure, ad coal/rock failure (iitiatio of the outburst) ca be simulated to ai a better uderstadi of outburst mechaism. It ca also be used to uderstad the relative importace of the key cotributi factors i the outburst iitiatio throuh parametric studies ad help determie the threshold values for outburst risk. 1 CSIRO Earth Sciece ad Resource Eieeri, PO Box 883, Kemore, QLD, Australia Collee of Resource ad Evirometal Eieeri, Shado Uiversity of Sciece ad Techoloy, Qidao, Shado, Chia February

3 2010 Uderroud Coal Operators Coferece The AusIMM Illaarra Brach There are to importat processes i outburst iitiatio: coal deformatio ad failure, ad as desorptio ad flo. The deformatio ad failure of coal are modelled ith a idely used commercial code for eotechical aalysis of rocks (FLAC3D), ad the as desorptio ad flo are simulated ith a ell-established code for fluid flo ad as desorptio modelli (COMET3). These to codes are coupled to model the outburst iitiatio. Modeli of the deformatio ad failure of coal Coal is treated as a cotiuous medium ad its mechaical behaviour is umerically modelled as it reaches equilibrium or steady plastic flo. Applicatio of the cotiuum form of the mometum priciple yields the folloi equatios of motio: ij, j b i dvi dt (1) Where is mass per uit volume of the medium; b i is body force per uit mass; ad material derivative of the velocity. dv i / dt is Equatio (1) is solved ith a stress-strai la. The icremetal stress ad strai duri a time step is overed by various elastic or elasto-plastic costitutive las, hich ca be ritte i a eeral form as follos: ' ' H (, t) (2) Where H is a ive material fuctios; ad t is a time icremet. ' is the effective stress; is ifiitesimal strai-rate tesor The effective stress i Equatio (2) is related to the total stress i Equatio (1) by ' I P (3) Where is Biot s effective stress parameter; I is the uit tesor; ad P is pore pressure. Simulati as desorptio ad flo Coal is cosidered as dual-porosity/sile-permeability system. Gas diffuses from the discotiuous coal matrix blocks ito the cotiuous cleat system i coal. The basic equatios overi fluid flo i the coal cleats (fractures) are mass coservatio for as ad ater: b M p Z R b M p Z q q d dt b S R b M (4) b M p Z q d dt b S s (5) Where is radiet operator; is diverece operator; subscript ad stad for as phase ad ater phase respectively; M kk r is phase mobility, here k, k r, are absolute permeability, relative permeability ad viscosity respectively, is viscosity; is as or ater ravity radiet, here is phase mass desity ad is ravitatioal acceleratio; S is deree of saturatio; b 1 B is as or ater shrikae factor, here B is formatio volume factor; t is time; Z is elevatio; is effective fracture porosity; q ad q are the ormal ell source terms; R s is as solubility i ater. Gas phase pressure P ad ater phase pressure m P are related by capillary pressure P : s c February 2010

4 2010 Uderroud Coal Operators Coferece The AusIMM Illaarra Brach P c p p (6) Water ad as saturatio satisfy: S S 1 (7) Equatios (4)-(7) make up four equatios ad cotai four uko variables P, P, S ad S, hece it is a solvable system. The volume of adsorbed as i the coal matrix is described by the Lamuir adsorptio isotherms: V V L (8) P L p p Where V is volume of as adsorbed at pressure P ; V L is Lamuir volume; P L is Lamuir pressure. The as flo (rate) throuh the matrix is described mathematically by Fick s first la of diffusio expressed i the form: q m Vm C C( p) (9) Where C is averae matrix as cocetratio; V m is bulk volume of a matrix elemet; p is as pressure; ad is as sorptio time. Coupli Because FLAC3D ad COMET3 are to separate codes, he coupled toether, the resulted equatios caot be solved simultaeously; istead they are solved sequetially ith coupli parameters passed to each equatio at specific itervals. I the SimBurst, the FLAC3D ad COMET3 codes are executed sequetially o compatible umerical rids ad coupled throuh user-defied modules hich serve to pass relevat iformatio betee the equatios that are solved i the respective codes. The basic ideas of the coupli process are sho i Fiure 1. k k e 0 J 1 P p S p S Fiure 1 - Basic process of coupli mechaical model ith fluid model AN EXAMPLE WITH SIMBURST A simple model is set up ith the SimBurst to simulate the iitiatio of a outburst i roaday developmet to illustrate the methodoloy ad approach (Fiure 2). The model is 150m lo i x- directio, 105m ide i y-directio ad 4m i z-directio (Fiure 3) February

5 2010 Uderroud Coal Operators Coferece The AusIMM Illaarra Brach xx zz yy rock coal rock yy zz xx Fiure 2 - A computatioal model i roaday developmet y Fiure 3 - A plai vie of the model The roaday is 5 m i idth ad a total of five excavatio steps (from 1 to 5) ith 5m i each step are simulated ith the model. The developmet rate is 13.75m/shift. Table 1 lists other major parameters used i the model. Table 1 - Key parameters used i the model Parameter Value Uit Mii depth 500 m Coal UCS 10 MPa Permeability i x-directio 0.4 md Permeability i y-directio 1.3 md Permeability i z-directio 0.2 md Lamuir costat V L 21 m 3 /t Lamuir costat P L 900 kpa x The modelled results preseted here iclude mesh deformatios, pore pressure cotours, pricipal stress vectors ad yielded ad tesile failure zoes aroud the excavated roaday February 2010

6 2010 Uderroud Coal Operators Coferece The AusIMM Illaarra Brach The mesh deformatio for each exactio step is sho i Fiure 5. It idicates that marial deformatio occurs i the 4 th step, ad a lare deformatio occurs at the 5 th step, idicati a iitiatio of a outburst. It should be oted that the deformatio at the 5th step as sho i the Fiure is take at a istat he the outburst is iitiated. S1 S2 S3 S4 S5 Fiure 5 - Mesh deformatios ith roaday developmet Fiure 6 shos cotours of the pore pressure distributio at the 5 th step. The elliptical shape of the pore pressure distributio is caused by aisotropic permeability. The maximum pore pressure radiet occurs i the directio of miimum permeability at the face. Fiure 6 - Pore pressure chaes ith mii advace Fiure 7 shos the pricipal stress distributio he a outburst occurs. It idicates that a stress arch is formed about 4 to 5 m ahead of the face. Due to yield ad tesile failure of coal failure, a destressed zoe is formed aroud the excavated roaday, as sho i Fiure February

7 2010 Uderroud Coal Operators Coferece The AusIMM Illaarra Brach S1 S2 S3 S4 S5 Fiure 7 - Pricipal stress distributios Yield failure Tesio failure Fiure 8 - Coal failure zoes aroud the excavated roaday SUMMARY A umerical simulator, SimBurst, has bee developed by coupli a eotechical aalysis code ad a fluid flo ad as desorptio model to simulate the iitiatio process of the outburst, as a first step to model the hole process of the outburst. A simple model is set up ith the SimBurst to simulate the iitiatio of a outburst i roaday excavatio to illustrate the methodoloy ad approach of the SimBurst. The model simulated the basic features of a outburst iitiatio process, icludi coal deformatio, pore pressure ad pricipal stress vectors redistributio, ad yield ad tesile failure zoe of coal. It should be oted that the curret versio of the SimBurst is limited to simulate the process of the outburst iitiatio maily because it is based o cotiuum media ad o explicit mechaisms of fracture ad frametatio of coal is icluded. The CSIRO outburst research team is curretly developi a e versio of SimBurst hich ill overcome some of the limitatios of the curret SimBurst. For example, coal ill be cosidered as a o-cotiuum medium ad to-ay coupli betee as ad fractured coal ill also be take ito cosideratios February 2010

8 2010 Uderroud Coal Operators Coferece The AusIMM Illaarra Brach ACKNOWLEDGEMENTS The research as joitly fuded by CSIRO ad Huaia Coal Mii Group of Chia. REFERENCES Barro, K, ad Kullma D, Modelli of outburst at #26 Colliery, Glace Bay, Nova Scotia, Part 2, proposed outburst mechaism ad model. Mii Sciece ad Techoloy, 2, Farmer, I W ad Pooley F D, A hypothesis to explai the occurrece of outbursts i coal, based o a study of est Wales outburst coal. Iteratioal Joural of Rock Mechaics & Mii Scieces, 4, Litiiszy, J, A model for iitiatio of as outburst. Iteratioal Joural of Rock Mechaics, Mii Scieces & Geomechaics Abstract, 22, Otuoye, F ad She, J, A umerical simulatio of as flo duri coal/as outbursts. Geotechical ad Geoloical Eieeri, 12, Oditsev, V N, Sudde outburst of coal ad as failure of atural coal as a solutio of methae i a solid substace. Joural of Mii Sciece, 33, Paterso L, A model for outbursts i coal. Iteratioal Joural of Rock Mechaics & Mii Scieces & Geomechaics Abstract, 23, Shepherd, J, Rixo, L K. ad Griffiths, L, Outbursts ad eoloical structures i coal mies: a revie. Iteratioal Joural of Rock Mechaics & Mii Scieces & Geomechaics Abstract, 18, Wold M B, Coell, L D ad Choi, S K, The role of spatial variability i coal seam parameters o as outburst behaviour duri coal mii. Iteratioal Joural of Coal Geoloy, 75, 1 14 Xu, T, Ta, C A Ya, T H, Zhu, W C ad Liu, J, Numerical ivestiatio of coal ad as outbursts i uderroud collieries. Iteratioal Joural of Rock Mechaics & Mii Scieces, 43, February

Numerical Simulation of Thermomechanical Problems in Applied Mechanics: Application to Solidification Problem

Numerical Simulation of Thermomechanical Problems in Applied Mechanics: Application to Solidification Problem Leoardo Joural of Scieces ISSN 1583-0233 Issue 9, July-December 2006 p. 25-32 Numerical Simulatio of Thermomechaical Problems i Applied Mechaics: Applicatio to Solidificatio Problem Vicet Obiajulu OGWUAGWU

More information

LABORATOIRES DE MÉCANIQUE DES ROCHES ET DES SOLS

LABORATOIRES DE MÉCANIQUE DES ROCHES ET DES SOLS ÉCOLE POLY TECHNI QUE FÉDÉRALE DE LA USANNE Cotributio to the Moutai-Risks project of the Rock ad Soil Mechaics Laboratories of the Swiss Federal Istitute of Techoloy Lausae Dr. Vicet Labiouse Prof. Lyesse

More information

Boundary layer problem on conveyor belt. Gabriella Bognár University of Miskolc 3515 Miskolc-Egyetemváros, Hungary

Boundary layer problem on conveyor belt. Gabriella Bognár University of Miskolc 3515 Miskolc-Egyetemváros, Hungary Boudary layer problem o coveyor belt Gabriella Bogár Uiversity of Miskolc 355 Miskolc-Egyetemváros, Hugary e-mail: matvbg@ui-miskolc.hu Abstract: A techologically importat source of the boudary layer pheomeo

More information

EGN 3353C Fluid Mechanics

EGN 3353C Fluid Mechanics Chapter 7: DIMENSIONAL ANALYSIS AND MODELING Lecture 3 dimesio measure of a physical quatity ithout umerical values (e.g., legth) uit assigs a umber to that dimesio (e.g., meter) 7 fudametal dimesios from

More information

HYBRID FINITE-DISCRETE ELEMENT MODELLING OF BLAST- INDUCED EXCAVATION DAMAGED ZONE IN THE TOP- HEADING OF DEEP TUNNELS

HYBRID FINITE-DISCRETE ELEMENT MODELLING OF BLAST- INDUCED EXCAVATION DAMAGED ZONE IN THE TOP- HEADING OF DEEP TUNNELS HYBRID FINITE-DISCRETE ELEMENT MODELLING OF BLAST- INDUCED EXCAVATION DAMAGED ZONE IN THE TOP- HEADING OF DEEP TUNNELS Huamig A 1*, Hogyua Liu 2, Xuguag Wag 3, Jiaju Shi 1, Haoyu Ha 2 1. School of Civil

More information

Modification of Arrhenius Model for Numerical Modelling of Turbulent Flames

Modification of Arrhenius Model for Numerical Modelling of Turbulent Flames J. Basic. Appl. Sci. Res., (5)480-486, 01 01, TextRoad Publicatio ISSN 090-4304 Joural of Basic ad Applied Scietific Research www.textroad.com Modificatio of Arrheius Model for Numerical Modellig of Turbulet

More information

DECOMPOSITION METHOD FOR SOLVING A SYSTEM OF THIRD-ORDER BOUNDARY VALUE PROBLEMS. Park Road, Islamabad, Pakistan

DECOMPOSITION METHOD FOR SOLVING A SYSTEM OF THIRD-ORDER BOUNDARY VALUE PROBLEMS. Park Road, Islamabad, Pakistan Mathematical ad Computatioal Applicatios, Vol. 9, No. 3, pp. 30-40, 04 DECOMPOSITION METHOD FOR SOLVING A SYSTEM OF THIRD-ORDER BOUNDARY VALUE PROBLEMS Muhammad Aslam Noor, Khalida Iayat Noor ad Asif Waheed

More information

LECTURE 17: Linear Discriminant Functions

LECTURE 17: Linear Discriminant Functions LECURE 7: Liear Discrimiat Fuctios Perceptro leari Miimum squared error (MSE) solutio Least-mea squares (LMS) rule Ho-Kashyap procedure Itroductio to Patter Aalysis Ricardo Gutierrez-Osua exas A&M Uiversity

More information

Modeling of Finite Gradient Elasticity Using Optimal Transportation Method

Modeling of Finite Gradient Elasticity Using Optimal Transportation Method 9 th Iteratioal Cogress of Croatia Society of Mechaics 18-22 September 2018 Split, Croatia Modelig of Fiite Gradiet Elasticity Usig Optimal Trasportatio Method Boris JALUŠIĆ *, Christia WEIßENFELS +, Jurica

More information

MATHEMATICAL MODELLING OF ARCH FORMATION IN GRANULAR MATERIALS

MATHEMATICAL MODELLING OF ARCH FORMATION IN GRANULAR MATERIALS 6 th INTERNATIONAL MULTIDISCIPLINARY CONFERENCE MATHEMATICAL MODELLING OF ARCH FORMATION IN GRANULAR MATERIALS Istva eppler SZIE Faculty of Mechaics, H-2103 Gödöllő Páter. 1., Hugary Abstract: The mathematical

More information

1 Ibrahim D. Yale & Norsarahaida Amin / Jurnal Teknologi (Sciences & Engineering) 77:13 (2015) Abstract

1 Ibrahim D. Yale & Norsarahaida Amin / Jurnal Teknologi (Sciences & Engineering) 77:13 (2015) Abstract Ibrahim D. Yale & Norsarahaida Ami / Jural Tekoloi (Scieces & Eieeri) 77:3 (5) 75 8 Jural Tekoloi Full Paper NUMERICAL MODELLING OF HOMOGENEOUS TWO-PHASE GAS-LIQUID FLOW IN A PIPE Ibrahim D. Yale, Norsarahaida

More information

Seismic Responses of Oscillatory System on Rigid Half Circular Platform with Lining Outside

Seismic Responses of Oscillatory System on Rigid Half Circular Platform with Lining Outside Sesors & Trasducers, Vol. 73, Issue 6, Jue 4, pp. 34-4 Sesors & Trasducers 4 by IFSA Publishi, S. L. http://www.sesorsportal.com Seismic Resposes of Oscillatory System o Riid Half Circular Platform with

More information

True Nature of Potential Energy of a Hydrogen Atom

True Nature of Potential Energy of a Hydrogen Atom True Nature of Potetial Eergy of a Hydroge Atom Koshu Suto Key words: Bohr Radius, Potetial Eergy, Rest Mass Eergy, Classical Electro Radius PACS codes: 365Sq, 365-w, 33+p Abstract I cosiderig the potetial

More information

GROUND MOTION OF NON-CIRCULAR ALLUVIAL VALLEY FOR INCIDENT PLANE SH-WAVE. Hui QI, Yong SHI, Jingfu NAN

GROUND MOTION OF NON-CIRCULAR ALLUVIAL VALLEY FOR INCIDENT PLANE SH-WAVE. Hui QI, Yong SHI, Jingfu NAN The th World Coferece o Earthquake Egieerig October -7, 8, Beiig, Chia GROUND MOTION OF NON-CIRCULAR ALLUVIAL VALLEY FOR INCIDENT PLANE SH-WAVE Hui QI, Yog SHI, Jigfu NAN ABSTRACT : Professor, Dept. of

More information

MONITORING THE STABILITY OF SLOPES BY GPS

MONITORING THE STABILITY OF SLOPES BY GPS MONITORING THE STABILITY OF SLOPES BY GPS Prof. S. Sakurai Costructio Egieerig Research Istitute Foudatio, Japa Prof. N. Shimizu Dept. of Civil Egieerig, Yamaguchi Uiversity, Japa ABSTRACT The stability

More information

APPENDIX A EARLY MODELS OF OXIDE CMP

APPENDIX A EARLY MODELS OF OXIDE CMP APPENDIX A EALY MODELS OF OXIDE CMP Over the past decade ad a half several process models have bee proposed to elucidate the mechaism ad material removal rate i CMP. Each model addresses a specific aspect

More information

Free Surface Hydrodynamics

Free Surface Hydrodynamics Water Sciece ad Egieerig Free Surface Hydrodyamics y A part of Module : Hydraulics ad Hydrology Water Sciece ad Egieerig Dr. Shreedhar Maskey Seior Lecturer UNESCO-IHE Istitute for Water Educatio S. Maskey

More information

PAijpam.eu ON TENSOR PRODUCT DECOMPOSITION

PAijpam.eu ON TENSOR PRODUCT DECOMPOSITION Iteratioal Joural of Pure ad Applied Mathematics Volume 103 No 3 2015, 537-545 ISSN: 1311-8080 (prited versio); ISSN: 1314-3395 (o-lie versio) url: http://wwwijpameu doi: http://dxdoiorg/1012732/ijpamv103i314

More information

Numerical Study on MHD Flow And Heat Transfer With The Effect Of Microrotational Parameter In The Porous Medium

Numerical Study on MHD Flow And Heat Transfer With The Effect Of Microrotational Parameter In The Porous Medium IOSR Joural of Egieerig (IOSRJEN) ISSN (e): 5-3, ISSN (p): 78-879 Vol. 5, Issue 4 (April. 5), V PP 8-7 www.iosrje.org Numerical Study o MHD Flow Ad Heat rasfer With he Effect Of Microrotatioal Parameter

More information

EVALUATION OF GLASS FIBER/EPOXY INTERFACIAL STRENGTH BY THE CRUCIFORM SPECIMEN METHOD

EVALUATION OF GLASS FIBER/EPOXY INTERFACIAL STRENGTH BY THE CRUCIFORM SPECIMEN METHOD EVALUATION OF GLASS FIBER/EPOX INTERFACIAL STRENGTH B THE CRUCIFORM SPECIMEN METHOD Ju KOANAGI, Hajime KATO, Akihiro KASHIMA, uichi IGARASHI, Keichi WATANABE 3, Ichiro UENO 4 ad Shiji OGIHARA 4 Istitute

More information

Analysis of composites with multiple rigid-line reinforcements by the BEM

Analysis of composites with multiple rigid-line reinforcements by the BEM Aalysis of composites with multiple rigid-lie reiforcemets by the BEM Piotr Fedeliski* Departmet of Stregth of Materials ad Computatioal Mechaics, Silesia Uiversity of Techology ul. Koarskiego 18A, 44-100

More information

SOME ASPECTS OF MEASUREMENT ERRORS ANALYSIS IN ELECTROMAGNETIC FLOW METERS FOR OPEN CHANNELS

SOME ASPECTS OF MEASUREMENT ERRORS ANALYSIS IN ELECTROMAGNETIC FLOW METERS FOR OPEN CHANNELS OME APECT OF MEAUREMENT ERROR ANALYI IN ELECTROMAGNETIC FLOW METER FOR OPEN CHANNEL Adrzej Michalski () Wiesław Piotrowski () () Warsaw Uiversity of Techoloy, Istitute of the Theory of Electrical Eieeri

More information

Reliability and Queueing

Reliability and Queueing Copyright 999 Uiversity of Califoria Reliability ad Queueig by David G. Messerschmitt Supplemetary sectio for Uderstadig Networked Applicatios: A First Course, Morga Kaufma, 999. Copyright otice: Permissio

More information

Failure Theories Des Mach Elem Mech. Eng. Department Chulalongkorn University

Failure Theories Des Mach Elem Mech. Eng. Department Chulalongkorn University Failure Theories Review stress trasformatio Failure theories for ductile materials Maimum-Shear-Stress Theor Distortio-Eerg Theor Coulomb-Mohr Theor Failure theories for brittle materials Maimum-Normal-Stress

More information

Elastic Plastic Behavior of Geomaterials: Modeling and Simulation Issues

Elastic Plastic Behavior of Geomaterials: Modeling and Simulation Issues Elastic Plastic Behavior of Geomaterials: Modelig ad Simulatio Issues Boris Zhaohui Yag (UA), Zhao Cheg (EarthMechaics Ic.), Mahdi Taiebat (UBC) Departmet of Civil ad Evirometal Egieerig Uiversity of Califoria,

More information

Finite Difference Derivations for Spreadsheet Modeling John C. Walton Modified: November 15, 2007 jcw

Finite Difference Derivations for Spreadsheet Modeling John C. Walton Modified: November 15, 2007 jcw Fiite Differece Derivatios for Spreadsheet Modelig Joh C. Walto Modified: November 15, 2007 jcw Figure 1. Suset with 11 swas o Little Platte Lake, Michiga. Page 1 Modificatio Date: November 15, 2007 Review

More information

Kinetics of Complex Reactions

Kinetics of Complex Reactions Kietics of Complex Reactios by Flick Colema Departmet of Chemistry Wellesley College Wellesley MA 28 wcolema@wellesley.edu Copyright Flick Colema 996. All rights reserved. You are welcome to use this documet

More information

Probabilistic analyses in Phase 2 8.0

Probabilistic analyses in Phase 2 8.0 Probability desity Probabilistic aalyses i Phase 8.0 Beoît Valley & Damie Duff - CEMI - Ceter for Excellece i Miig Iovatio "Everythig must be made as simple as possible. But ot simpler." Albert Eistei

More information

PC5215 Numerical Recipes with Applications - Review Problems

PC5215 Numerical Recipes with Applications - Review Problems PC55 Numerical Recipes with Applicatios - Review Problems Give the IEEE 754 sigle precisio bit patter (biary or he format) of the followig umbers: 0 0 05 00 0 00 Note that it has 8 bits for the epoet,

More information

Uniform Strict Practical Stability Criteria for Impulsive Functional Differential Equations

Uniform Strict Practical Stability Criteria for Impulsive Functional Differential Equations Global Joural of Sciece Frotier Research Mathematics ad Decisio Scieces Volume 3 Issue Versio 0 Year 03 Type : Double Blid Peer Reviewed Iteratioal Research Joural Publisher: Global Jourals Ic (USA Olie

More information

Research Article Carleson Measure in Bergman-Orlicz Space of Polydisc

Research Article Carleson Measure in Bergman-Orlicz Space of Polydisc Abstract ad Applied Aalysis Volume 200, Article ID 603968, 7 pages doi:0.55/200/603968 Research Article arleso Measure i Bergma-Orlicz Space of Polydisc A-Jia Xu, 2 ad Zou Yag 3 Departmet of Mathematics,

More information

The Wave Function and Quantum Reality

The Wave Function and Quantum Reality The Wave Fuctio ad Quatum Reality Sha Gao Uit for History ad Philosophy of Sciece & Cetre for Time, SOPHI Uiversity of Sydey, Sydey, NSW 006, Australia Abstract. We ivestigate the meaig of the wave fuctio

More information

TESTING OF THE FORCES IN CABLE OF SUSPENSION STRUCTURE AND BRIDGES

TESTING OF THE FORCES IN CABLE OF SUSPENSION STRUCTURE AND BRIDGES TSTING OF TH FORCS IN CABL OF SUSPNSION STRUCTUR AND BRIDGS Zhou, M. 1, Liu, Z. ad Liu, J. 1 College of the Muicipal Techology, Guagzhou Uiversity, Guagzhou. Guagzhou Muicipal ad Ladscape gieerig Quality

More information

577. Estimation of surface roughness using high frequency vibrations

577. Estimation of surface roughness using high frequency vibrations 577. Estimatio of surface roughess usig high frequecy vibratios V. Augutis, M. Sauoris, Kauas Uiversity of Techology Electroics ad Measuremets Systems Departmet Studetu str. 5-443, LT-5368 Kauas, Lithuaia

More information

Stopping oscillations of a simple harmonic oscillator using an impulse force

Stopping oscillations of a simple harmonic oscillator using an impulse force It. J. Adv. Appl. Math. ad Mech. 5() (207) 6 (ISSN: 2347-2529) IJAAMM Joural homepage: www.ijaamm.com Iteratioal Joural of Advaces i Applied Mathematics ad Mechaics Stoppig oscillatios of a simple harmoic

More information

The Sampling Distribution of the Maximum. Likelihood Estimators for the Parameters of. Beta-Binomial Distribution

The Sampling Distribution of the Maximum. Likelihood Estimators for the Parameters of. Beta-Binomial Distribution Iteratioal Mathematical Forum, Vol. 8, 2013, o. 26, 1263-1277 HIKARI Ltd, www.m-hikari.com http://d.doi.org/10.12988/imf.2013.3475 The Samplig Distributio of the Maimum Likelihood Estimators for the Parameters

More information

Dynamic Instability of Taut Mooring Lines Subjected to Bi-frequency Parametric Excitation

Dynamic Instability of Taut Mooring Lines Subjected to Bi-frequency Parametric Excitation Proceedigs of the 1 th Iteratioal Coferece o the Stability of Ships ad Ocea Vehicles, 14-19 Jue 15, Glasgow, UK. Dyamic Istability of Taut Moorig Lies Subjected to Bi-frequecy Parametric Excitatio Aiju

More information

Numerical Study for the Pressure Transient Behavior of Fractured Shale Gas Reservoirs Using a Dual-Mechanism Dual-Porosity Model

Numerical Study for the Pressure Transient Behavior of Fractured Shale Gas Reservoirs Using a Dual-Mechanism Dual-Porosity Model Iteratioal Forum o Eergy, Eviromet Sciece ad Materials (IFEESM 05 Numerical Study for the Pressure Trasiet Behavior of Fractured Shale Gas Reservoirs Usig a Dual-Mechaism Dual-Porosity Model Xiaozhou Zhag,a*

More information

A STUDY ON MHD BOUNDARY LAYER FLOW OVER A NONLINEAR STRETCHING SHEET USING IMPLICIT FINITE DIFFERENCE METHOD

A STUDY ON MHD BOUNDARY LAYER FLOW OVER A NONLINEAR STRETCHING SHEET USING IMPLICIT FINITE DIFFERENCE METHOD IRET: Iteratioal oural of Research i Egieerig ad Techology eissn: 39-63 pissn: 3-7308 A STUDY ON MHD BOUNDARY LAYER FLOW OVER A NONLINEAR STRETCHING SHEET USING IMPLICIT FINITE DIFFERENCE METHOD Satish

More information

Lecture III-2: Light propagation in nonmagnetic

Lecture III-2: Light propagation in nonmagnetic A. La Rosa Lecture Notes ALIED OTIC Lecture III2: Light propagatio i omagetic materials 2.1 urface ( ), volume ( ), ad curret ( j ) desities produced by arizatio charges The objective i this sectio is

More information

THE NUMERICAL SOLUTION OF THE NEWTONIAN FLUIDS FLOW DUE TO A STRETCHING CYLINDER BY SOR ITERATIVE PROCEDURE ABSTRACT

THE NUMERICAL SOLUTION OF THE NEWTONIAN FLUIDS FLOW DUE TO A STRETCHING CYLINDER BY SOR ITERATIVE PROCEDURE ABSTRACT Europea Joural of Egieerig ad Techology Vol. 3 No., 5 ISSN 56-586 THE NUMERICAL SOLUTION OF THE NEWTONIAN FLUIDS FLOW DUE TO A STRETCHING CYLINDER BY SOR ITERATIVE PROCEDURE Atif Nazir, Tahir Mahmood ad

More information

Holistic Approach to the Periodic System of Elements

Holistic Approach to the Periodic System of Elements Holistic Approach to the Periodic System of Elemets N.N.Truov * D.I.Medeleyev Istitute for Metrology Russia, St.Peterburg. 190005 Moskovsky pr. 19 (Dated: February 20, 2009) Abstract: For studyig the objectivity

More information

A representation approach to the tower of Hanoi problem

A representation approach to the tower of Hanoi problem Uiversity of Wollogog Research Olie Departmet of Computig Sciece Workig Paper Series Faculty of Egieerig ad Iformatio Scieces 98 A represetatio approach to the tower of Haoi problem M. C. Er Uiversity

More information

Finite Element Analysis of Rubber Bumper Used in Air-springs

Finite Element Analysis of Rubber Bumper Used in Air-springs Available olie at www.sciecedirect.com Procedia Egieerig 48 (0 ) 388 395 MMaMS 0 Fiite Elemet Aalysis of Rubber Bumper Used i Air-sprigs amas Makovits a *, amas Szabó b a Departmet of Mechaical Egieerig,

More information

SHAFTS: STATICALLY INDETERMINATE SHAFTS

SHAFTS: STATICALLY INDETERMINATE SHAFTS LECTURE SHAFTS: STATICALLY INDETERMINATE SHAFTS Third Editio A.. Clark School of Egieerig Departmet of Civil ad Eviromet Egieerig 7 Chapter 3.6 by Dr. Ibrahim A. Assakkaf SPRING 2003 ENES 220 Mechaics

More information

Poincaré Problem for Nonlinear Elliptic Equations of Second Order in Unbounded Domains

Poincaré Problem for Nonlinear Elliptic Equations of Second Order in Unbounded Domains Advaces i Pure Mathematics 23 3 72-77 http://dxdoiorg/4236/apm233a24 Published Olie Jauary 23 (http://wwwscirporg/oural/apm) Poicaré Problem for Noliear Elliptic Equatios of Secod Order i Ubouded Domais

More information

International Journal of Performability Engineering, Vol. 1, No. 1, July 2005, pp RAMS Consultants Printed in India

International Journal of Performability Engineering, Vol. 1, No. 1, July 2005, pp RAMS Consultants Printed in India Iteratioal Joural of Performability Egieerig, Vol. 1, No. 1, July 2005, pp. 23-36 RAMS Cosultats Prited i Idia LIYANG XIE 1, JINYU ZHOU 1, YONGYAN WANG 2, XUEMIN WANG 1 1 Northeaster Uiversity, Sheyag,

More information

Unit 4: Polynomial and Rational Functions

Unit 4: Polynomial and Rational Functions 48 Uit 4: Polyomial ad Ratioal Fuctios Polyomial Fuctios A polyomial fuctio y px ( ) is a fuctio of the form p( x) ax + a x + a x +... + ax + ax+ a 1 1 1 0 where a, a 1,..., a, a1, a0are real costats ad

More information

Economics 241B Relation to Method of Moments and Maximum Likelihood OLSE as a Maximum Likelihood Estimator

Economics 241B Relation to Method of Moments and Maximum Likelihood OLSE as a Maximum Likelihood Estimator Ecoomics 24B Relatio to Method of Momets ad Maximum Likelihood OLSE as a Maximum Likelihood Estimator Uder Assumptio 5 we have speci ed the distributio of the error, so we ca estimate the model parameters

More information

Suggested solutions TEP4170 Heat and combustion technology 25 May 2016 by Ivar S. Ertesvåg. Revised 31 May 2016

Suggested solutions TEP4170 Heat and combustion technology 25 May 2016 by Ivar S. Ertesvåg. Revised 31 May 2016 Suggested solutios TEP470 Heat ad combustio techology 5 May 06 by Ivar S Ertesvåg Revised 3 May 06 ) Itroduce the Reyolds decompositio: ui ui u i (mea ad fluctuatio) ito the give equatio Average the equatio

More information

NUMERICAL METHOD FOR SINGULARLY PERTURBED DELAY PARABOLIC PARTIAL DIFFERENTIAL EQUATIONS

NUMERICAL METHOD FOR SINGULARLY PERTURBED DELAY PARABOLIC PARTIAL DIFFERENTIAL EQUATIONS THERMAL SCIENCE, Year 07, Vol., No. 4, pp. 595-599 595 NUMERICAL METHOD FOR SINGULARLY PERTURBED DELAY PARABOLIC PARTIAL DIFFERENTIAL EQUATIONS by Yula WANG *, Da TIAN, ad Zhiyua LI Departmet of Mathematics,

More information

MECHANICAL INTEGRITY DESIGN FOR FLARE SYSTEM ON FLOW INDUCED VIBRATION

MECHANICAL INTEGRITY DESIGN FOR FLARE SYSTEM ON FLOW INDUCED VIBRATION MECHANICAL INTEGRITY DESIGN FOR FLARE SYSTEM ON FLOW INDUCED VIBRATION Hisao Izuchi, Pricipal Egieerig Cosultat, Egieerig Solutio Uit, ChAS Project Operatios Masato Nishiguchi, Egieerig Solutio Uit, ChAS

More information

Monte Carlo Optimization to Solve a Two-Dimensional Inverse Heat Conduction Problem

Monte Carlo Optimization to Solve a Two-Dimensional Inverse Heat Conduction Problem Australia Joural of Basic Applied Scieces, 5(): 097-05, 0 ISSN 99-878 Mote Carlo Optimizatio to Solve a Two-Dimesioal Iverse Heat Coductio Problem M Ebrahimi Departmet of Mathematics, Karaj Brach, Islamic

More information

CEE 522 Autumn Uncertainty Concepts for Geotechnical Engineering

CEE 522 Autumn Uncertainty Concepts for Geotechnical Engineering CEE 5 Autum 005 Ucertaity Cocepts for Geotechical Egieerig Basic Termiology Set A set is a collectio of (mutually exclusive) objects or evets. The sample space is the (collectively exhaustive) collectio

More information

Numerical Method for Blasius Equation on an infinite Interval

Numerical Method for Blasius Equation on an infinite Interval Numerical Method for Blasius Equatio o a ifiite Iterval Alexader I. Zadori Omsk departmet of Sobolev Mathematics Istitute of Siberia Brach of Russia Academy of Scieces, Russia zadori@iitam.omsk.et.ru 1

More information

x 1 2 (v 0 v)t x v 0 t 1 2 at 2 Mechanics total distance total time Average speed CONSTANT ACCELERATION Maximum height y max v = 0

x 1 2 (v 0 v)t x v 0 t 1 2 at 2 Mechanics total distance total time Average speed CONSTANT ACCELERATION Maximum height y max v = 0 Mechaics Aerae speed total distace total time t f i t f t i CONSAN ACCELERAION 0 at 0 a ( 0 )t 0 t at Maimum heiht y ma = 0 Phase a = 9.80 m/s Rocket fuel burs out +y Phase a = 9.4 m/s y = 0 Lauch Rocket

More information

ABAQUS IMPLEMENTATION OF CREEP FAILURE IN POLYMER MATRIX COMPOSITES WITH TRANSVERSE ISOTROPY. A Thesis. Presented to

ABAQUS IMPLEMENTATION OF CREEP FAILURE IN POLYMER MATRIX COMPOSITES WITH TRANSVERSE ISOTROPY. A Thesis. Presented to ABAQUS IMPLEMENTATION OF CREEP FAILURE IN POLYMER MATRIX COMPOSITES WITH TRANSVERSE ISOTROPY A Thesis Preseted to The Graduate Faculty of The Uiversity of Akro I Partial Fulfillmet of the Requiremets for

More information

Research Article A Unified Weight Formula for Calculating the Sample Variance from Weighted Successive Differences

Research Article A Unified Weight Formula for Calculating the Sample Variance from Weighted Successive Differences Discrete Dyamics i Nature ad Society Article ID 210761 4 pages http://dxdoiorg/101155/2014/210761 Research Article A Uified Weight Formula for Calculatig the Sample Variace from Weighted Successive Differeces

More information

The Generalized Newtonian Fluid - Isothermal Flows Constitutive Equations! Viscosity Models! Solution of Flow Problems!

The Generalized Newtonian Fluid - Isothermal Flows Constitutive Equations! Viscosity Models! Solution of Flow Problems! The Geeralized Newtoia Fluid - Isothermal Flows Costitutive Equatios! Viscosity Models! Solutio of Flow Problems! 0.53/2.34! Sprig 204! MIT! Cambridge, MA 0239! Geeralized Newtoia Fluid Simple Shear Flow

More information

A numerical Technique Finite Volume Method for Solving Diffusion 2D Problem

A numerical Technique Finite Volume Method for Solving Diffusion 2D Problem The Iteratioal Joural Of Egieerig d Sciece (IJES) Volume 4 Issue 10 Pages PP -35-41 2015 ISSN (e): 2319 1813 ISSN (p): 2319 1805 umerical Techique Fiite Volume Method for Solvig Diffusio 2D Problem 1 Mohammed

More information

Chapter 2 Motion and Recombination of Electrons and Holes

Chapter 2 Motion and Recombination of Electrons and Holes Chapter 2 Motio ad Recombiatio of Electros ad Holes 2.1 Thermal Eergy ad Thermal Velocity Average electro or hole kietic eergy 3 2 kt 1 2 2 mv th v th 3kT m eff 3 23 1.38 10 JK 0.26 9.1 10 1 31 300 kg

More information

Added mass estimation of open flat membranes vibrating in still air

Added mass estimation of open flat membranes vibrating in still air Added mass estimatio of ope flat membraes vibratig i still air *Yua-qi Li 1),Yi Zhou ), Akihito YOHIDA 3) ad Yukio TAMURA 4) 1), ) Departmet of Buildig Egieerig, Togji Uiversity, haghai, 9, Chia 1) liyq@togji.edu.c

More information

Lesson 10: Limits and Continuity

Lesson 10: Limits and Continuity www.scimsacademy.com Lesso 10: Limits ad Cotiuity SCIMS Academy 1 Limit of a fuctio The cocept of limit of a fuctio is cetral to all other cocepts i calculus (like cotiuity, derivative, defiite itegrals

More information

Transient Response Analysis for Temperature Modulated Chemoresistors

Transient Response Analysis for Temperature Modulated Chemoresistors Trasiet Respose Aalysis for Temperature Modulated Chemoresistors R. Gutierrez-Osua 1,2, A. Gutierrez 1,2 ad N. Powar 2 1 Texas A&M Uiversity, Collee Statio, TX 2 Wriht State Uiversity, Dayto, OH Multi-frequecy

More information

1. pn junction under bias 2. I-Vcharacteristics

1. pn junction under bias 2. I-Vcharacteristics Lecture 10 The p Juctio (II) 1 Cotets 1. p juctio uder bias 2. I-Vcharacteristics 2 Key questios Why does the p juctio diode exhibit curret rectificatio? Why does the juctio curret i forward bias icrease

More information

FUZZY ALTERNATING DIRECTION IMPLICIT METHOD FOR SOLVING PARABOLIC PARTIAL DIFFERENTIAL EQUATIONS IN THREE DIMENSIONS

FUZZY ALTERNATING DIRECTION IMPLICIT METHOD FOR SOLVING PARABOLIC PARTIAL DIFFERENTIAL EQUATIONS IN THREE DIMENSIONS FUZZY ALTERNATING DIRECTION IMPLICIT METHOD FOR SOLVING PARABOLIC PARTIAL DIFFERENTIAL EQUATIONS IN THREE DIMENSIONS N.Mugutha *1, B.Jessaili Jeba #2 *1 Assistat Professor, Departmet of Mathematics, M.V.Muthiah

More information

Element sampling: Part 2

Element sampling: Part 2 Chapter 4 Elemet samplig: Part 2 4.1 Itroductio We ow cosider uequal probability samplig desigs which is very popular i practice. I the uequal probability samplig, we ca improve the efficiecy of the resultig

More information

SRC Technical Note June 17, Tight Thresholds for The Pure Literal Rule. Michael Mitzenmacher. d i g i t a l

SRC Technical Note June 17, Tight Thresholds for The Pure Literal Rule. Michael Mitzenmacher. d i g i t a l SRC Techical Note 1997-011 Jue 17, 1997 Tight Thresholds for The Pure Literal Rule Michael Mitzemacher d i g i t a l Systems Research Ceter 130 Lytto Aveue Palo Alto, Califoria 94301 http://www.research.digital.com/src/

More information

CUMULATIVE DAMAGE ESTIMATION USING WAVELET TRANSFORM OF STRUCTURAL RESPONSE

CUMULATIVE DAMAGE ESTIMATION USING WAVELET TRANSFORM OF STRUCTURAL RESPONSE CUMULATIVE DAMAGE ESTIMATION USING WAVELET TRANSFORM OF STRUCTURAL RESPONSE Ryutaro SEGAWA 1, Shizuo YAMAMOTO, Akira SONE 3 Ad Arata MASUDA 4 SUMMARY Durig a strog earthquake, the respose of a structure

More information

What is Physical Chemistry. Physical Chemistry for Chemical Engineers CHEM251. Basic Characteristics of a Gas

What is Physical Chemistry. Physical Chemistry for Chemical Engineers CHEM251. Basic Characteristics of a Gas 7/6/0 hysical Chemistry for Chemical Egieers CHEM5 What is hysical Chemistry hysical Chemistry is the study of the uderlyig physical priciples that gover the properties ad behaviour of chemical systems

More information

Intrinsic Carrier Concentration

Intrinsic Carrier Concentration Itrisic Carrier Cocetratio I. Defiitio Itrisic semicoductor: A semicoductor material with o dopats. It electrical characteristics such as cocetratio of charge carriers, deped oly o pure crystal. II. To

More information

The Distribution of the Concentration Ratio for Samples from a Uniform Population

The Distribution of the Concentration Ratio for Samples from a Uniform Population Applied Mathematics, 05, 6, 57-70 Published Olie Jauary 05 i SciRes. http://www.scirp.or/joural/am http://dx.doi.or/0.436/am.05.6007 The Distributio of the Cocetratio Ratio for Samples from a Uiform Populatio

More information

Signal Processing. Lecture 02: Discrete Time Signals and Systems. Ahmet Taha Koru, Ph. D. Yildiz Technical University.

Signal Processing. Lecture 02: Discrete Time Signals and Systems. Ahmet Taha Koru, Ph. D. Yildiz Technical University. Sigal Processig Lecture 02: Discrete Time Sigals ad Systems Ahmet Taha Koru, Ph. D. Yildiz Techical Uiversity 2017-2018 Fall ATK (YTU) Sigal Processig 2017-2018 Fall 1 / 51 Discrete Time Sigals Discrete

More information

Supporting information to. and Ruben Kretzschmar. Institute of Isotope Geochemistry and Mineral Resources, ETH Zurich, NO, 8092 Zürich, Switzerland

Supporting information to. and Ruben Kretzschmar. Institute of Isotope Geochemistry and Mineral Resources, ETH Zurich, NO, 8092 Zürich, Switzerland Supportig iformatio to Iro isotope fractioatio durig proto-promoted, ligad-cotrolled, ad reductive dissolutio of goethite Ja G. Wiederhold*., Stepha M. Kraemer, Nadya Teutsch, Paul M. Borer, Alex N. Halliday,

More information

ANOTHER WEIGHTED WEIBULL DISTRIBUTION FROM AZZALINI S FAMILY

ANOTHER WEIGHTED WEIBULL DISTRIBUTION FROM AZZALINI S FAMILY ANOTHER WEIGHTED WEIBULL DISTRIBUTION FROM AZZALINI S FAMILY Sulema Nasiru, MSc. Departmet of Statistics, Faculty of Mathematical Scieces, Uiversity for Developmet Studies, Navrogo, Upper East Regio, Ghaa,

More information

Stability Analysis of the Euler Discretization for SIR Epidemic Model

Stability Analysis of the Euler Discretization for SIR Epidemic Model Stability Aalysis of the Euler Discretizatio for SIR Epidemic Model Agus Suryato Departmet of Mathematics, Faculty of Scieces, Brawijaya Uiversity, Jl Vetera Malag 6545 Idoesia Abstract I this paper we

More information

DETERMINATION OF MECHANICAL PROPERTIES OF A NON- UNIFORM BEAM USING THE MEASUREMENT OF THE EXCITED LONGITUDINAL ELASTIC VIBRATIONS.

DETERMINATION OF MECHANICAL PROPERTIES OF A NON- UNIFORM BEAM USING THE MEASUREMENT OF THE EXCITED LONGITUDINAL ELASTIC VIBRATIONS. ICSV4 Cairs Australia 9- July 7 DTRMINATION OF MCHANICAL PROPRTIS OF A NON- UNIFORM BAM USING TH MASURMNT OF TH XCITD LONGITUDINAL LASTIC VIBRATIONS Pavel Aokhi ad Vladimir Gordo Departmet of the mathematics

More information

METHOD OF FUNDAMENTAL SOLUTIONS FOR HELMHOLTZ EIGENVALUE PROBLEMS IN ELLIPTICAL DOMAINS

METHOD OF FUNDAMENTAL SOLUTIONS FOR HELMHOLTZ EIGENVALUE PROBLEMS IN ELLIPTICAL DOMAINS Please cite this article as: Staisław Kula, Method of fudametal solutios for Helmholtz eigevalue problems i elliptical domais, Scietific Research of the Istitute of Mathematics ad Computer Sciece, 009,

More information

Research Article Approximate Riesz Algebra-Valued Derivations

Research Article Approximate Riesz Algebra-Valued Derivations Abstract ad Applied Aalysis Volume 2012, Article ID 240258, 5 pages doi:10.1155/2012/240258 Research Article Approximate Riesz Algebra-Valued Derivatios Faruk Polat Departmet of Mathematics, Faculty of

More information

COUPLED MULTIPHASE FLOW AND GEOMECHANICS FOR ANALYSIS OF CAPROCK DAMAGE DURING CO 2 SEQUESTRATION OPERATIONS

COUPLED MULTIPHASE FLOW AND GEOMECHANICS FOR ANALYSIS OF CAPROCK DAMAGE DURING CO 2 SEQUESTRATION OPERATIONS XIX Iteratioal Coferece o Water Resources CMWR 2012 Uiversity of Illiois at Urbaa-Champaig Jue 17-22, 2012 COUPLED MULTIPHASE FLOW AND GEOMECHANICS FOR ANALYSIS OF CAPROCK DAMAGE DURING CO 2 SEQUESTRATION

More information

Mark Lundstrom Spring SOLUTIONS: ECE 305 Homework: Week 5. Mark Lundstrom Purdue University

Mark Lundstrom Spring SOLUTIONS: ECE 305 Homework: Week 5. Mark Lundstrom Purdue University Mark udstrom Sprig 2015 SOUTIONS: ECE 305 Homework: Week 5 Mark udstrom Purdue Uiversity The followig problems cocer the Miority Carrier Diffusio Equatio (MCDE) for electros: Δ t = D Δ + G For all the

More information

THEORETICAL RESEARCH REGARDING ANY STABILITY THEOREMS WITH APPLICATIONS. Marcel Migdalovici 1 and Daniela Baran 2

THEORETICAL RESEARCH REGARDING ANY STABILITY THEOREMS WITH APPLICATIONS. Marcel Migdalovici 1 and Daniela Baran 2 ICSV4 Cairs Australia 9- July, 007 THEORETICAL RESEARCH REGARDING ANY STABILITY THEOREMS WITH APPLICATIONS Marcel Migdalovici ad Daiela Bara Istitute of Solid Mechaics, INCAS Elie Carafoli, 5 C-ti Mille

More information

Different kinds of Mathematical Induction

Different kinds of Mathematical Induction Differet ids of Mathematical Iductio () Mathematical Iductio Give A N, [ A (a A a A)] A N () (First) Priciple of Mathematical Iductio Let P() be a propositio (ope setece), if we put A { : N p() is true}

More information

Dynamical stability and parametrical vibrations of the laminated plates with complex shape

Dynamical stability and parametrical vibrations of the laminated plates with complex shape (3) 75 88 Dyamical stability ad parametrical vibratios of the lamiated plates with comple shape Abstract The problem of oliear vibratios ad stability aalysis for the symmetric lamiated plates with comple

More information

L 5 & 6: RelHydro/Basel. f(x)= ( ) f( ) ( ) ( ) ( ) n! 1! 2! 3! If the TE of f(x)= sin(x) around x 0 is: sin(x) = x - 3! 5!

L 5 & 6: RelHydro/Basel. f(x)= ( ) f( ) ( ) ( ) ( ) n! 1! 2! 3! If the TE of f(x)= sin(x) around x 0 is: sin(x) = x - 3! 5! aylor epasio: Let ƒ() be a ifiitely differetiable real fuctio. At ay poit i the eighbourhood of =0, the fuctio ca be represeted as a power series of the followig form: X 0 f(a) f() ƒ() f()= ( ) f( ) (

More information

The Mathematical Model and the Simulation Modelling Algoritm of the Multitiered Mechanical System

The Mathematical Model and the Simulation Modelling Algoritm of the Multitiered Mechanical System The Mathematical Model ad the Simulatio Modellig Algoritm of the Multitiered Mechaical System Demi Aatoliy, Kovalev Iva Dept. of Optical Digital Systems ad Techologies, The St. Petersburg Natioal Research

More information

Finite Difference Approximation for Transport Equation with Shifts Arising in Neuronal Variability

Finite Difference Approximation for Transport Equation with Shifts Arising in Neuronal Variability Iteratioal Joural of Sciece ad Research (IJSR) ISSN (Olie): 39-764 Ide Copericus Value (3): 64 Impact Factor (3): 4438 Fiite Differece Approimatio for Trasport Equatio with Shifts Arisig i Neuroal Variability

More information

Comparison of Minimum Initial Capital with Investment and Non-investment Discrete Time Surplus Processes

Comparison of Minimum Initial Capital with Investment and Non-investment Discrete Time Surplus Processes The 22 d Aual Meetig i Mathematics (AMM 207) Departmet of Mathematics, Faculty of Sciece Chiag Mai Uiversity, Chiag Mai, Thailad Compariso of Miimum Iitial Capital with Ivestmet ad -ivestmet Discrete Time

More information

ANALYSIS OF DAMPING EFFECT ON BEAM VIBRATION

ANALYSIS OF DAMPING EFFECT ON BEAM VIBRATION Molecular ad Quatum Acoustics vol. 7, (6) 79 ANALYSIS OF DAMPING EFFECT ON BEAM VIBRATION Jerzy FILIPIAK 1, Lech SOLARZ, Korad ZUBKO 1 Istitute of Electroic ad Cotrol Systems, Techical Uiversity of Czestochowa,

More information

On an Application of Bayesian Estimation

On an Application of Bayesian Estimation O a Applicatio of ayesia Estimatio KIYOHARU TANAKA School of Sciece ad Egieerig, Kiki Uiversity, Kowakae, Higashi-Osaka, JAPAN Email: ktaaka@ifokidaiacjp EVGENIY GRECHNIKOV Departmet of Mathematics, auma

More information

A new formulation of internal forces for non-linear hypoelastic constitutive models verifying conservation laws

A new formulation of internal forces for non-linear hypoelastic constitutive models verifying conservation laws A ew formulatio of iteral forces for o-liear hypoelastic costitutive models verifyig coservatio laws Ludovic NOELS 1, Lauret STAINIER 1, Jea-Philippe PONTHOT 1 ad Jérôme BONINI. 1 LTAS-Milieux Cotius et

More information

EFFECT OF FILLER AGGREGATES STRUCTURE ON COMPOSITE ELASTIC PROPERTIES.

EFFECT OF FILLER AGGREGATES STRUCTURE ON COMPOSITE ELASTIC PROPERTIES. EFFECT OF FILLER AGGREGATES STRUCTURE ON COMPOSITE ELASTIC PROPERTIES. V. G. Oshmya, S. A. Patlazha, S. A. Tima Departmet of Polymer ad Composite Materials, N.N. Semeov Istitute of Chemical Physics, 4

More information

PAPER : IIT-JAM 2010

PAPER : IIT-JAM 2010 MATHEMATICS-MA (CODE A) Q.-Q.5: Oly oe optio is correct for each questio. Each questio carries (+6) marks for correct aswer ad ( ) marks for icorrect aswer.. Which of the followig coditios does NOT esure

More information

Streamfunction-Vorticity Formulation

Streamfunction-Vorticity Formulation Streamfuctio-Vorticity Formulatio A. Salih Departmet of Aerospace Egieerig Idia Istitute of Space Sciece ad Techology, Thiruvaathapuram March 2013 The streamfuctio-vorticity formulatio was amog the first

More information

A New Solution Method for the Finite-Horizon Discrete-Time EOQ Problem

A New Solution Method for the Finite-Horizon Discrete-Time EOQ Problem This is the Pre-Published Versio. A New Solutio Method for the Fiite-Horizo Discrete-Time EOQ Problem Chug-Lu Li Departmet of Logistics The Hog Kog Polytechic Uiversity Hug Hom, Kowloo, Hog Kog Phoe: +852-2766-7410

More information

A NEW CLASS OF 2-STEP RATIONAL MULTISTEP METHODS

A NEW CLASS OF 2-STEP RATIONAL MULTISTEP METHODS Jural Karya Asli Loreka Ahli Matematik Vol. No. (010) page 6-9. Jural Karya Asli Loreka Ahli Matematik A NEW CLASS OF -STEP RATIONAL MULTISTEP METHODS 1 Nazeeruddi Yaacob Teh Yua Yig Norma Alias 1 Departmet

More information

ECE 669 Parallel Computer Architecture

ECE 669 Parallel Computer Architecture ECE 669 Parallel Computer Architecture Lecture 4 Parallel Applicatios Outlie Motivatig Problems (applicatio case studies) Classifyig problems Parallelizig applicatios Examiig tradeoffs Uderstadig commuicatio

More information

ANALYSIS OF STEADY WEAR PROCESSES FOR PERIODIC SLIDING

ANALYSIS OF STEADY WEAR PROCESSES FOR PERIODIC SLIDING Joural of Computatioal ad Applied Mechaics, Vol. 1., No. 2., (215), pp. 231 268 ANALYSIS OF STEADY WEAR PROCESSES FOR PERIODIC SLIDING Istvá Páczelt Istitute of Applied Mechaics, Uiversity of Miskolc H-3515

More information

) +m 0 c2 β K Ψ k (4)

) +m 0 c2 β K Ψ k (4) i ħ Ψ t = c ħ i α ( The Nature of the Dirac Equatio by evi Gibso May 18, 211 Itroductio The Dirac Equatio 1 is a staple of relativistic quatum theory ad is widely applied to objects such as electros ad

More information

MATHEMATICS. The assessment objectives of the Compulsory Part are to test the candidates :

MATHEMATICS. The assessment objectives of the Compulsory Part are to test the candidates : MATHEMATICS INTRODUCTION The public assessmet of this subject is based o the Curriculum ad Assessmet Guide (Secodary 4 6) Mathematics joitly prepared by the Curriculum Developmet Coucil ad the Hog Kog

More information