THE IDENTIFICATION OF MATERIAL PARAMETERS IN NONLINEAR DEFORMATION MODELS OF METALLIC-PLASTIC CYLINDRICAL SHELLS UNDER PULSED LOADING

Size: px
Start display at page:

Download "THE IDENTIFICATION OF MATERIAL PARAMETERS IN NONLINEAR DEFORMATION MODELS OF METALLIC-PLASTIC CYLINDRICAL SHELLS UNDER PULSED LOADING"

Transcription

1 Materals Physcs and Mechancs (2015) Receved: March 27, 2015 THE IDENTIFICATION OF MATERIAL PARAMETERS IN NONLINEAR DEFORMATION MODELS OF METALLIC-PLASTIC CYLINDRICAL SHELLS UNDER PULSED LOADING N.А. Abrosmov, N.А. Novosel tseva Research Insttute for Mechancs of Lobachevsky State Unversty of Nzhn Novgorod, Prospekt Gagarna (Gagarn Avenue) BLDG 6, Nzhny Novgorod, , Russa e-mal: Abstract. A method of dentfcaton of materal parameters n defnng relatons of elastc deformaton of composte materals s developed based on the mnmzaton of dsagreement between expermental data and the results of numercal analyss of the dynamc behavor of double-layered metallc-plastc cylndrcal shells under explosve loadng. 1. Introducton Any progress n desgnng modern engneerng structures s only possble wth the use novel composte materals. However, ther use s hampered by certan dffcultes connected wth the lack of comprehensve and relable data on deformatonal and strength characterstcs of such materals, requred for equppng mathematcal models used n strength analyses. One of the methods of determnng parameters of models of physcal correlatons of composte materals s drectly usng expermental nformaton obtaned from loadng structural elements made of the materals n queston. Such dentfcaton methods were used n a number of works for determnng effectve elastc characterstcs of composte materals, based on the results of computatonal-expermental analyss both for statcally [1] and dynamcally [2] loadng structural elements made of homogeneous composte materals. The present work s an extenson of these studes, amed at determnng elastc deformaton characterstcs of composte materals based on expermentally and theoretcally nvestgatng the dynamc behavor of nhomogeneous metallc-plastc structural elements under pulsed loadng. 2. Formulaton of the dentfcaton problem Let there exst a numercal soluton of an axsymmetrc problem of non-statonary deformaton of a metallc-plastc cylndrcal shell n the form of crcumferental and longtudnal deformatons on the outer surface of the shell as a functon of tme. And let there exst the correspondng deformaton tensograms obtaned n expermental tests. As the computed and expermental deformaton oscllograms are assumed to be mono-harmonc oscllatons t s possble to determne maxmal and mnmal values of computed expermental m e strans, as well as the correspondng tmes m t и m e and m t ( m 1, M ) they are reached at. In what follows, a parameterzed verson of the formulaton of the parameter dentfcaton problem for a model of elastc behavor of a composte materal of a doublelayered metallc-plastc shell s presented. The task s to fnd a complex (vector) of stffness characterstcs of defnng relatons of the composte elastc materal of the outer layer of a 2015, Insttute of Problems of Mechancal Engneerng

2 The dentfcaton of materal parameters n nonlnear deformaton models... T shell E E, E, E, G,, 11 33, for whch the numercal soluton of the problem of dynamc behavor of cylndrcal shells agrees best wth the expermental data. Here, E, G are elastcty modul,, are Posson coeffcents. As a result, a problem of mnmzaton of objectve mult-varable functon s obtaned n the form of a sum of mean-square dsagreements between the theoretcal and expermental values of the stran K M 2 m m m m 2 2 k 1 m1 1, (1) k C E e e e t t t where K s number of ponts for whch expermental nformaton about strans s known, e are maxmal values of crcumferental and longtudnal strans n the frst half-perod of vbratons, t s tme of the process. Thus, the problem n queston s reduced to a classcal problem of nonlnear programmng: to fnd the values of the vector components of controlled parameters T,,..., 1 2, to whch the mnmal value of objectve functon C E mn C E E e e e r corresponds n the regon of admssble values regon П E : e e e, j 1, r j j j D E : f E 1, E П belongng to search. The lmts of the search regon e j, e j are determned by condtons of stablty of the materal and expermental data [3]. Objectve functon (1) s computed by numercally solvng the drect problem of dynamc deformaton of a metallc-plastc cylndrcal shell under explosve loadng. The metallc-plastc shell s supposed to be formed by cross-sprally wndng a undrectonal composte materal around a metallc case. The cnematc model of deformaton of a multlayered package s based on a non-classcal theory of shells. To ths end, the components of the dsplacement vector are approxmated by fnte seres across the thckness of the multlayered package [4, 5]. The formulaton of geometrc correlatons s based on the relatons of the smplest quadratc verson of the nonlnear elastcty theory n curvlnear coordnates [5]. The correlaton between stress and stran tensors n the composte layer s determned usng Hook s law for orthotropc bodes n combnaton wth the effectve modul theory 67 3 Cje ( 1,3), Ge, (2) jj j1 where Cj, G are effectve stffness characterstcs expressed usng components of vector E. The defnng relatons for the sotropc metallc layer are formulated usng the dfferental theory of plastcty wth lnear hardenng [5]. An energy-matched resolvng system of equatons of moton of the shell s constructed usng the vrtual dsplacement prncple [5]. 3. The method of solvng the dentfcaton problem The numercal soluton of the formulated dentfcaton problem s subdvded nto three stages: 1) solvng the ntal boundary-value problem of nonlnear deformaton of metallcplastc cylndrcal shells under pulsed loadng, 2) analyzng the senstvty of the objectve functon for the sought parameters (desgn varables) 3) seekng a global mnmum of the objectve functon. The frst stage of solvng the dentfcaton problem s based on the explct varatonaldfference scheme [5].

3 68 N.А. Abrosmov, N.А. Novosel tseva At the second stage of solvng the dentfcaton problem, senstvty of the objectve functon s analyzed for the desgn varables to assess the possblty of fndng the sought parameters of the defnng relatons n ths problem. To ths end, the theory of global senstvty ndcators s appled, used n studyng nonlnear mathematcal models [6]. In what follows, one-dmensonal senstvty ndcators S 1, r are used whch make t possble to rank varables e : the bgger S, the more substantal s the effect of varable e. At the thrd stage, to solve the problem of fndng a global mnmum of objectve functon (1), the evolutonary probablstc global optmzaton method s used based on the genetc algorthm that conssts n subsequently matchng, combnng and varyng the sought parameters, usng mechansms smlar to bologcal evoluton [7]. 4. Testng the method and the results of solvng the dentfcaton problem In the benchmark problem, the results of solvng a drect problem of dynamc deformaton of a metallc-plastc cylndrcal shell wth assgned parameters of the model of the defnng relatons of the materals was used as expermental nformaton. Fg. 1. Oscllograms of the crcumferental strans on the outer surface of the cylndrcal shell. The results of solvng a drect problem of elastc deformaton of a cylndrcal shell wth the radus of R =10 сm, thckness H h1 h2, h 1 =0,175 сm, h 2 =1,6 сm ( h 1 s thckness of the metallc layer, h 2 s thckness of the composte layer) and the length of L =40 сm, loaded by a pulse of pressure resultng from explodng n ts geometrcal centre an explosve charge of mass m =0,062 kg, are presented n Fg. 1 as tme hstores of the crcumferental strans n sx ponts dsplaced relatve to the symmetry plane of the shell by a value = 0; 4,2; 8,3; 12,5; 16,7; 20 cm, respectvely. The materal parameters of the physcal correlatons of the shell were as follows: composte layer E 11= E 33 =19 GPа; E =33 GPа; G =3,69 GPа; =0,427; = 0,4; =1900 кg/m 3 ; sotropc layer E =210 GPа; =0,3, =0,35 GPа; g =0,5 GPа; =7800 кg/m 3. Based on the above relatons, an objectve functon was constructed for solvng dentfcaton problems of an elastc model of the behavor of the composte layer of the shell under the followng constrants for the sought parameters: 10GPa E11 25GPa ; 25GPa E 50GPa ; 10GPa E33 25GPa ; 2,5GPa G 5GPa ; 0, 2 0,5 ; 0, 2 0,5. To control the stablty of the soluton of the dentfcaton problem aganst possble naccuraces n determnng the ntal oscllograms, alongsde wth determnstc relatons presented n Fg. 1, ther nosy analogues were used, obtaned wth the account of random 5 %-scatter of the characterstc values of the ntal oscllograms. The materal parameters of defnng relatons of elastc deformaton of the composte layer of the metallc-plastc shell, as well as ther senstvty ndcators, obtaned by solvng

4 The dentfcaton of materal parameters n nonlnear deformaton models... the dentfcaton problems are shown n Table 1 ( S are total one-dmensonal senstvty ndcators; e e e ( ) / 100% are devatons of dentfed parameters e of the model from preset values e ). It follows from Table 1 that the crcumferental elastcty modulus s the most meanngful parameter of the elastc model. The senstve parameters of the model are determned wth a hgher accuracy as compared wth the less senstve ones. Inaccuracy n assgnng ntal oscllograms has no consderable effect on the results of determnng the senstve parameters of the model of defnng relatons. Table 1. One-dmensonal ndcators of senstvty and devatons of the dentfed parameters of elastc deformaton of the composte layer. Model S, %, % parameter DО NО DО NО E 0,30 0,37 0,46 0,53 11 E 99,10 98,99 1,66 1,82 E 0,17 0,18 28,44 30,55 33 G 0,01 0,01 4,04 28,92 0,09 0,01 0,19 0,47 0,03 0,05 1,91 2,61 DО determnstc oscllogram. NО nosy oscllogram. Further on, the problem of dentfcaton based on the results of expermentally studyng the dynamc behavor of metallc-plastc cylndrcal shells under local pulsed loadng was consdered [8]. Maxmal values of the crcumferental stran n the central cross-secton of the shell and the tme to reach t, as well as the radal oscllaton perod, gven n [8] were used as ntal data. The shell geometry and loadng condtons are the same as n the above consdered example. The results of numercal computaton wth the dentfed materal parameters (denomnator) and of expermental data (numerator) for maxmal values of crcumferental stran e n the central cross-secton of the shell on ts outer surface and for radal oscllaton perod T are as follows: 1,10 e, 1, T. 204 One can see that the maxmal naccuracy for the oscllaton ampltude s 3,6 %, and for the oscllaton perod 9 %. It s to be noted that naccuracy n the expermental measurements amounted to 10 % [8]. 5. Conclusons A computatonal-expermental method s presented that makes t possble, wth a requred accuracy, to determne materal parameters of defnng correlatons of elastc deformaton of composte materals and to adequately descrbe the dynamc behavor of metallc-plastc cylndrcal shells. Acknowledgements The authors express ther thanks for the fnancal support from Russan Scence Foundaton, project No /

5 70 N.А. Abrosmov, N.А. Novosel tseva References [1] V.P. Matvenko, N.А. Yurlova // A Journal of Russan Academy of Scences. Mechancs of Solds 3 (1998) 12 (n Russan). [2] N.А. Abrosmov, N.А. Kulkova // A Journal of Russan Academy of Scences. Mechancs of Solds 3 (2011) 42 (n Russan). [3] Yu.N. Rabotnov, Mechancs of deformed solds (Nauka, М., 1979) (n Russan). [4] N.А. Abrosmov, А.V. Yelesn, L.N. Lazarev, N.А. Novosel tseva // Problems of Strength and Plastcty. Nzhn Novgorod Unversty Press 75(4) (20) 288 (n Russan). [5] N.А. Abrosmov, V.G. Bazhenov, Nonlnear problems of the dynamcs of composte structures (NNGU Publshers, Nzhny Novgorod, 2002). [6] I.М. Sobol // Mathematcal Modelng 17(9) (2005) 43. [7] D.E. Goldberg, Genetc Algorthms n Search, Optmzaton and Machne Learnng (Addson-Wesley Longman Publshng Co., Inc. Boston, MA, USA, 1989). [8] V.I. Tsypkn, V.N. Rusak, A.G. Ivanov // Mechancs of Composte Materals 5 (1987) 833 (n Russan).

DETERMINATION OF COMPOSITE EFFECTIVE CHARACTERISTICS AND COMPLEX MODULES FOR SHELL STRUCTURES FROM THE SOLUTION OF INVERSE PROBLEM

DETERMINATION OF COMPOSITE EFFECTIVE CHARACTERISTICS AND COMPLEX MODULES FOR SHELL STRUCTURES FROM THE SOLUTION OF INVERSE PROBLEM DETERMINATION OF COMPOSITE EFFECTIVE CHARACTERISTICS AND COMPLEX MODULES FOR SHELL STRUCTURES FROM THE SOLUTION OF INVERSE PROBLEM V. Matveyenko, N. Yurlova, D. Grachev Insttute of Contnuous Meda mechancs

More information

Irregular vibrations in multi-mass discrete-continuous systems torsionally deformed

Irregular vibrations in multi-mass discrete-continuous systems torsionally deformed (2) 4 48 Irregular vbratons n mult-mass dscrete-contnuous systems torsonally deformed Abstract In the paper rregular vbratons of dscrete-contnuous systems consstng of an arbtrary number rgd bodes connected

More information

THE EFFECT OF TORSIONAL RIGIDITY BETWEEN ELEMENTS ON FREE VIBRATIONS OF A TELESCOPIC HYDRAULIC CYLINDER SUBJECTED TO EULER S LOAD

THE EFFECT OF TORSIONAL RIGIDITY BETWEEN ELEMENTS ON FREE VIBRATIONS OF A TELESCOPIC HYDRAULIC CYLINDER SUBJECTED TO EULER S LOAD Journal of Appled Mathematcs and Computatonal Mechancs 7, 6(3), 7- www.amcm.pcz.pl p-issn 99-9965 DOI:.75/jamcm.7.3. e-issn 353-588 THE EFFECT OF TORSIONAL RIGIDITY BETWEEN ELEMENTS ON FREE VIBRATIONS

More information

The Study of Teaching-learning-based Optimization Algorithm

The Study of Teaching-learning-based Optimization Algorithm Advanced Scence and Technology Letters Vol. (AST 06), pp.05- http://dx.do.org/0.57/astl.06. The Study of Teachng-learnng-based Optmzaton Algorthm u Sun, Yan fu, Lele Kong, Haolang Q,, Helongang Insttute

More information

COMPOSITE BEAM WITH WEAK SHEAR CONNECTION SUBJECTED TO THERMAL LOAD

COMPOSITE BEAM WITH WEAK SHEAR CONNECTION SUBJECTED TO THERMAL LOAD COMPOSITE BEAM WITH WEAK SHEAR CONNECTION SUBJECTED TO THERMAL LOAD Ákos Jósef Lengyel, István Ecsed Assstant Lecturer, Professor of Mechancs, Insttute of Appled Mechancs, Unversty of Mskolc, Mskolc-Egyetemváros,

More information

Numerical Heat and Mass Transfer

Numerical Heat and Mass Transfer Master degree n Mechancal Engneerng Numercal Heat and Mass Transfer 06-Fnte-Dfference Method (One-dmensonal, steady state heat conducton) Fausto Arpno f.arpno@uncas.t Introducton Why we use models and

More information

Finite Element Modelling of truss/cable structures

Finite Element Modelling of truss/cable structures Pet Schreurs Endhoven Unversty of echnology Department of Mechancal Engneerng Materals echnology November 3, 214 Fnte Element Modellng of truss/cable structures 1 Fnte Element Analyss of prestressed structures

More information

CHAPTER 5 NUMERICAL EVALUATION OF DYNAMIC RESPONSE

CHAPTER 5 NUMERICAL EVALUATION OF DYNAMIC RESPONSE CHAPTER 5 NUMERICAL EVALUATION OF DYNAMIC RESPONSE Analytcal soluton s usually not possble when exctaton vares arbtrarly wth tme or f the system s nonlnear. Such problems can be solved by numercal tmesteppng

More information

An identification algorithm of model kinetic parameters of the interfacial layer growth in fiber composites

An identification algorithm of model kinetic parameters of the interfacial layer growth in fiber composites IOP Conference Seres: Materals Scence and Engneerng PAPER OPE ACCESS An dentfcaton algorthm of model knetc parameters of the nterfacal layer growth n fber compostes o cte ths artcle: V Zubov et al 216

More information

On the Multicriteria Integer Network Flow Problem

On the Multicriteria Integer Network Flow Problem BULGARIAN ACADEMY OF SCIENCES CYBERNETICS AND INFORMATION TECHNOLOGIES Volume 5, No 2 Sofa 2005 On the Multcrtera Integer Network Flow Problem Vassl Vasslev, Marana Nkolova, Maryana Vassleva Insttute of

More information

Buckling analysis of single-layered FG nanoplates on elastic substrate with uneven porosities and various boundary conditions

Buckling analysis of single-layered FG nanoplates on elastic substrate with uneven porosities and various boundary conditions IOSR Journal of Mechancal and Cvl Engneerng (IOSR-JMCE) e-issn: 78-1684,p-ISSN: 30-334X, Volume 15, Issue 5 Ver. IV (Sep. - Oct. 018), PP 41-46 www.osrjournals.org Bucklng analyss of sngle-layered FG nanoplates

More information

OFF-AXIS MECHANICAL PROPERTIES OF FRP COMPOSITES

OFF-AXIS MECHANICAL PROPERTIES OF FRP COMPOSITES ICAMS 204 5 th Internatonal Conference on Advanced Materals and Systems OFF-AXIS MECHANICAL PROPERTIES OF FRP COMPOSITES VLAD LUPĂŞTEANU, NICOLAE ŢĂRANU, RALUCA HOHAN, PAUL CIOBANU Gh. Asach Techncal Unversty

More information

In this section is given an overview of the common elasticity models.

In this section is given an overview of the common elasticity models. Secton 4.1 4.1 Elastc Solds In ths secton s gven an overvew of the common elastcty models. 4.1.1 The Lnear Elastc Sold The classcal Lnear Elastc model, or Hooean model, has the followng lnear relatonshp

More information

Global Sensitivity. Tuesday 20 th February, 2018

Global Sensitivity. Tuesday 20 th February, 2018 Global Senstvty Tuesday 2 th February, 28 ) Local Senstvty Most senstvty analyses [] are based on local estmates of senstvty, typcally by expandng the response n a Taylor seres about some specfc values

More information

OPTIMAL DESIGN OF VISCOELASTIC COMPOSITES WITH PERIODIC MICROSTRUCTURES

OPTIMAL DESIGN OF VISCOELASTIC COMPOSITES WITH PERIODIC MICROSTRUCTURES OPTIMAL DESIN OF VISCOELASTIC COMPOSITES WITH PERIODIC MICROSTRUCTURES eong-moo 1, Sang-Hoon Park 2, and Sung-Ke oun 2 1 Space Technology Dvson, Korea Aerospace Research Insttute, usung P.O. Box 3, Taejon,

More information

A Hybrid Variational Iteration Method for Blasius Equation

A Hybrid Variational Iteration Method for Blasius Equation Avalable at http://pvamu.edu/aam Appl. Appl. Math. ISSN: 1932-9466 Vol. 10, Issue 1 (June 2015), pp. 223-229 Applcatons and Appled Mathematcs: An Internatonal Journal (AAM) A Hybrd Varatonal Iteraton Method

More information

Lifetime prediction of EP and NBR rubber seal by thermos-viscoelastic model

Lifetime prediction of EP and NBR rubber seal by thermos-viscoelastic model ECCMR, Prague, Czech Republc; September 3 th, 2015 Lfetme predcton of EP and NBR rubber seal by thermos-vscoelastc model Kotaro KOBAYASHI, Takahro ISOZAKI, Akhro MATSUDA Unversty of Tsukuba, Japan Yoshnobu

More information

Tensor Smooth Length for SPH Modelling of High Speed Impact

Tensor Smooth Length for SPH Modelling of High Speed Impact Tensor Smooth Length for SPH Modellng of Hgh Speed Impact Roman Cherepanov and Alexander Gerasmov Insttute of Appled mathematcs and mechancs, Tomsk State Unversty 634050, Lenna av. 36, Tomsk, Russa RCherepanov82@gmal.com,Ger@npmm.tsu.ru

More information

The Two-scale Finite Element Errors Analysis for One Class of Thermoelastic Problem in Periodic Composites

The Two-scale Finite Element Errors Analysis for One Class of Thermoelastic Problem in Periodic Composites 7 Asa-Pacfc Engneerng Technology Conference (APETC 7) ISBN: 978--6595-443- The Two-scale Fnte Element Errors Analyss for One Class of Thermoelastc Problem n Perodc Compostes Xaoun Deng Mngxang Deng ABSTRACT

More information

DETERMINATION OF TEMPERATURE DISTRIBUTION FOR ANNULAR FINS WITH TEMPERATURE DEPENDENT THERMAL CONDUCTIVITY BY HPM

DETERMINATION OF TEMPERATURE DISTRIBUTION FOR ANNULAR FINS WITH TEMPERATURE DEPENDENT THERMAL CONDUCTIVITY BY HPM Ganj, Z. Z., et al.: Determnaton of Temperature Dstrbuton for S111 DETERMINATION OF TEMPERATURE DISTRIBUTION FOR ANNULAR FINS WITH TEMPERATURE DEPENDENT THERMAL CONDUCTIVITY BY HPM by Davood Domr GANJI

More information

Optimal Pursuit Time in Differential Game for an Infinite System of Differential Equations

Optimal Pursuit Time in Differential Game for an Infinite System of Differential Equations Malaysan Journal of Mathematcal Scences 1(S) August: 267 277 (216) Specal Issue: The 7 th Internatonal Conference on Research and Educaton n Mathematcs (ICREM7) MALAYSIAN JOURNAL OF MATHEMATICAL SCIENCES

More information

Optimum Design of Steel Frames Considering Uncertainty of Parameters

Optimum Design of Steel Frames Considering Uncertainty of Parameters 9 th World Congress on Structural and Multdscplnary Optmzaton June 13-17, 211, Shzuoka, Japan Optmum Desgn of Steel Frames Consderng ncertanty of Parameters Masahko Katsura 1, Makoto Ohsak 2 1 Hroshma

More information

CHAPTER 9 CONCLUSIONS

CHAPTER 9 CONCLUSIONS 78 CHAPTER 9 CONCLUSIONS uctlty and structural ntegrty are essentally requred for structures subjected to suddenly appled dynamc loads such as shock loads. Renforced Concrete (RC), the most wdely used

More information

Constitutive Modelling of Superplastic AA-5083

Constitutive Modelling of Superplastic AA-5083 TECHNISCHE MECHANIK, 3, -5, (01, 1-6 submtted: September 19, 011 Consttutve Modellng of Superplastc AA-5083 G. Gulano In ths study a fast procedure for determnng the constants of superplastc 5083 Al alloy

More information

829. An adaptive method for inertia force identification in cantilever under moving mass

829. An adaptive method for inertia force identification in cantilever under moving mass 89. An adaptve method for nerta force dentfcaton n cantlever under movng mass Qang Chen 1, Mnzhuo Wang, Hao Yan 3, Haonan Ye 4, Guola Yang 5 1,, 3, 4 Department of Control and System Engneerng, Nanng Unversty,

More information

EVALUATION OF THE VISCO-ELASTIC PROPERTIES IN ASPHALT RUBBER AND CONVENTIONAL MIXES

EVALUATION OF THE VISCO-ELASTIC PROPERTIES IN ASPHALT RUBBER AND CONVENTIONAL MIXES EVALUATION OF THE VISCO-ELASTIC PROPERTIES IN ASPHALT RUBBER AND CONVENTIONAL MIXES Manuel J. C. Mnhoto Polytechnc Insttute of Bragança, Bragança, Portugal E-mal: mnhoto@pb.pt Paulo A. A. Perera and Jorge

More information

χ x B E (c) Figure 2.1.1: (a) a material particle in a body, (b) a place in space, (c) a configuration of the body

χ x B E (c) Figure 2.1.1: (a) a material particle in a body, (b) a place in space, (c) a configuration of the body Secton.. Moton.. The Materal Body and Moton hyscal materals n the real world are modeled usng an abstract mathematcal entty called a body. Ths body conssts of an nfnte number of materal partcles. Shown

More information

Computational Modelling of the Unbalanced Magnetic Pull by Finite Element Method

Computational Modelling of the Unbalanced Magnetic Pull by Finite Element Method Avalable onlne at www.scencedrect.com Proceda Engneerng 48 (2012 ) 83 89 MMaMS 2012 Computatonal Modellng of the Unbalanced Magnetc Pull by Fnte Element Method Martn Donát a * a Brno Unversty of Technology,

More information

Lecture 8 Modal Analysis

Lecture 8 Modal Analysis Lecture 8 Modal Analyss 16.0 Release Introducton to ANSYS Mechancal 1 2015 ANSYS, Inc. February 27, 2015 Chapter Overvew In ths chapter free vbraton as well as pre-stressed vbraton analyses n Mechancal

More information

NUMERICAL RESULTS QUALITY IN DEPENDENCE ON ABAQUS PLANE STRESS ELEMENTS TYPE IN BIG DISPLACEMENTS COMPRESSION TEST

NUMERICAL RESULTS QUALITY IN DEPENDENCE ON ABAQUS PLANE STRESS ELEMENTS TYPE IN BIG DISPLACEMENTS COMPRESSION TEST Appled Computer Scence, vol. 13, no. 4, pp. 56 64 do: 10.23743/acs-2017-29 Submtted: 2017-10-30 Revsed: 2017-11-15 Accepted: 2017-12-06 Abaqus Fnte Elements, Plane Stress, Orthotropc Materal Bartosz KAWECKI

More information

Visco-Rubber Elastic Model for Pressure Sensitive Adhesive

Visco-Rubber Elastic Model for Pressure Sensitive Adhesive Vsco-Rubber Elastc Model for Pressure Senstve Adhesve Kazuhsa Maeda, Shgenobu Okazawa, Koj Nshgch and Takash Iwamoto Abstract A materal model to descrbe large deformaton of pressure senstve adhesve (PSA

More information

Module 3 LOSSY IMAGE COMPRESSION SYSTEMS. Version 2 ECE IIT, Kharagpur

Module 3 LOSSY IMAGE COMPRESSION SYSTEMS. Version 2 ECE IIT, Kharagpur Module 3 LOSSY IMAGE COMPRESSION SYSTEMS Verson ECE IIT, Kharagpur Lesson 6 Theory of Quantzaton Verson ECE IIT, Kharagpur Instructonal Objectves At the end of ths lesson, the students should be able to:

More information

On a direct solver for linear least squares problems

On a direct solver for linear least squares problems ISSN 2066-6594 Ann. Acad. Rom. Sc. Ser. Math. Appl. Vol. 8, No. 2/2016 On a drect solver for lnear least squares problems Constantn Popa Abstract The Null Space (NS) algorthm s a drect solver for lnear

More information

Second Order Analysis

Second Order Analysis Second Order Analyss In the prevous classes we looked at a method that determnes the load correspondng to a state of bfurcaton equlbrum of a perfect frame by egenvalye analyss The system was assumed to

More information

Evolutionary Algorithm in Identification of Stochastic Parameters of Laminates

Evolutionary Algorithm in Identification of Stochastic Parameters of Laminates Evolutonary Algorthm n Identfcaton of Stochastc Parameters of Lamnates Potr Orantek 1, Wtold Beluch 1 and Tadeusz Burczyńsk 1,2 1 Department for Strength of Materals and Computatonal Mechancs, Slesan Unversty

More information

Transactions of the VŠB Technical University of Ostrava, Mechanical Series. article No. 1907

Transactions of the VŠB Technical University of Ostrava, Mechanical Series. article No. 1907 Transactons of the VŠB Techncal Unversty of Ostrava, Mechancal Seres No., 0, vol. LVIII artcle No. 907 Marek NIKODÝM *, Karel FYDÝŠEK ** FINITE DIFFEENCE METHOD USED FO THE BEAMS ON ELASTIC FOUNDATION

More information

Chapter 9: Statistical Inference and the Relationship between Two Variables

Chapter 9: Statistical Inference and the Relationship between Two Variables Chapter 9: Statstcal Inference and the Relatonshp between Two Varables Key Words The Regresson Model The Sample Regresson Equaton The Pearson Correlaton Coeffcent Learnng Outcomes After studyng ths chapter,

More information

THE SMOOTH INDENTATION OF A CYLINDRICAL INDENTOR AND ANGLE-PLY LAMINATES

THE SMOOTH INDENTATION OF A CYLINDRICAL INDENTOR AND ANGLE-PLY LAMINATES THE SMOOTH INDENTATION OF A CYLINDRICAL INDENTOR AND ANGLE-PLY LAMINATES W. C. Lao Department of Cvl Engneerng, Feng Cha Unverst 00 Wen Hwa Rd, Tachung, Tawan SUMMARY: The ndentaton etween clndrcal ndentor

More information

ALGORITHM FOR THE CALCULATION OF THE TWO VARIABLES CUBIC SPLINE FUNCTION

ALGORITHM FOR THE CALCULATION OF THE TWO VARIABLES CUBIC SPLINE FUNCTION ANALELE ŞTIINŢIFICE ALE UNIVERSITĂŢII AL.I. CUZA DIN IAŞI (S.N.) MATEMATICĂ, Tomul LIX, 013, f.1 DOI: 10.478/v10157-01-00-y ALGORITHM FOR THE CALCULATION OF THE TWO VARIABLES CUBIC SPLINE FUNCTION BY ION

More information

Available online at ScienceDirect. Procedia Engineering 150 (2016 )

Available online at  ScienceDirect. Procedia Engineering 150 (2016 ) Avalable onlne at www.scencedrect.com ScenceDrect Proceda Engneerng 150 (2016 ) 1754 1759 Internatonal Conference on Industral Engneerng, ICIE 2016 Analyss of Systems wth Unlateral Constrants through the

More information

The Buckling Analysis of the Composite Plates with Different Orientations of Layers

The Buckling Analysis of the Composite Plates with Different Orientations of Layers Amercan Journal of Mechancal Engneerng, 2016, Vol. 4, No. 7, 413-417 Avalable onlne at http://pubs.scepub.com/ajme/4/7/33 Scence and Educaton Publshng DOI:10.12691/ajme-4-7-33 The Bucklng Analyss of the

More information

ON A DETERMINATION OF THE INITIAL FUNCTIONS FROM THE OBSERVED VALUES OF THE BOUNDARY FUNCTIONS FOR THE SECOND-ORDER HYPERBOLIC EQUATION

ON A DETERMINATION OF THE INITIAL FUNCTIONS FROM THE OBSERVED VALUES OF THE BOUNDARY FUNCTIONS FOR THE SECOND-ORDER HYPERBOLIC EQUATION Advanced Mathematcal Models & Applcatons Vol.3, No.3, 2018, pp.215-222 ON A DETERMINATION OF THE INITIAL FUNCTIONS FROM THE OBSERVED VALUES OF THE BOUNDARY FUNCTIONS FOR THE SECOND-ORDER HYPERBOLIC EUATION

More information

FUZZY GOAL PROGRAMMING VS ORDINARY FUZZY PROGRAMMING APPROACH FOR MULTI OBJECTIVE PROGRAMMING PROBLEM

FUZZY GOAL PROGRAMMING VS ORDINARY FUZZY PROGRAMMING APPROACH FOR MULTI OBJECTIVE PROGRAMMING PROBLEM Internatonal Conference on Ceramcs, Bkaner, Inda Internatonal Journal of Modern Physcs: Conference Seres Vol. 22 (2013) 757 761 World Scentfc Publshng Company DOI: 10.1142/S2010194513010982 FUZZY GOAL

More information

Indeterminate pin-jointed frames (trusses)

Indeterminate pin-jointed frames (trusses) Indetermnate pn-jonted frames (trusses) Calculaton of member forces usng force method I. Statcal determnacy. The degree of freedom of any truss can be derved as: w= k d a =, where k s the number of all

More information

The equation of motion of a dynamical system is given by a set of differential equations. That is (1)

The equation of motion of a dynamical system is given by a set of differential equations. That is (1) Dynamcal Systems Many engneerng and natural systems are dynamcal systems. For example a pendulum s a dynamcal system. State l The state of the dynamcal system specfes t condtons. For a pendulum n the absence

More information

A PROBABILITY-DRIVEN SEARCH ALGORITHM FOR SOLVING MULTI-OBJECTIVE OPTIMIZATION PROBLEMS

A PROBABILITY-DRIVEN SEARCH ALGORITHM FOR SOLVING MULTI-OBJECTIVE OPTIMIZATION PROBLEMS HCMC Unversty of Pedagogy Thong Nguyen Huu et al. A PROBABILITY-DRIVEN SEARCH ALGORITHM FOR SOLVING MULTI-OBJECTIVE OPTIMIZATION PROBLEMS Thong Nguyen Huu and Hao Tran Van Department of mathematcs-nformaton,

More information

Convexity preserving interpolation by splines of arbitrary degree

Convexity preserving interpolation by splines of arbitrary degree Computer Scence Journal of Moldova, vol.18, no.1(52), 2010 Convexty preservng nterpolaton by splnes of arbtrary degree Igor Verlan Abstract In the present paper an algorthm of C 2 nterpolaton of dscrete

More information

Physics 5153 Classical Mechanics. D Alembert s Principle and The Lagrangian-1

Physics 5153 Classical Mechanics. D Alembert s Principle and The Lagrangian-1 P. Guterrez Physcs 5153 Classcal Mechancs D Alembert s Prncple and The Lagrangan 1 Introducton The prncple of vrtual work provdes a method of solvng problems of statc equlbrum wthout havng to consder the

More information

Note 10. Modeling and Simulation of Dynamic Systems

Note 10. Modeling and Simulation of Dynamic Systems Lecture Notes of ME 475: Introducton to Mechatroncs Note 0 Modelng and Smulaton of Dynamc Systems Department of Mechancal Engneerng, Unversty Of Saskatchewan, 57 Campus Drve, Saskatoon, SK S7N 5A9, Canada

More information

Numerical Nonlinear Analysis with the Boundary Element Method

Numerical Nonlinear Analysis with the Boundary Element Method Blucher Mechancal Engneerng Proceedngs May 2014, vol. 1, num. 1 www.proceedngs.blucher.com.br/evento/10wccm Numercal Nonlnear Analyss wth the Boundary Element Method E. Pneda 1, I. Vllaseñor 1 and J. Zapata

More information

ELASTIC WAVE PROPAGATION IN A CONTINUOUS MEDIUM

ELASTIC WAVE PROPAGATION IN A CONTINUOUS MEDIUM ELASTIC WAVE PROPAGATION IN A CONTINUOUS MEDIUM An elastc wave s a deformaton of the body that travels throughout the body n all drectons. We can examne the deformaton over a perod of tme by fxng our look

More information

Kinematics of Fluids. Lecture 16. (Refer the text book CONTINUUM MECHANICS by GEORGE E. MASE, Schaum s Outlines) 17/02/2017

Kinematics of Fluids. Lecture 16. (Refer the text book CONTINUUM MECHANICS by GEORGE E. MASE, Schaum s Outlines) 17/02/2017 17/0/017 Lecture 16 (Refer the text boo CONTINUUM MECHANICS by GEORGE E. MASE, Schaum s Outlnes) Knematcs of Fluds Last class, we started dscussng about the nematcs of fluds. Recall the Lagrangan and Euleran

More information

Snce h( q^; q) = hq ~ and h( p^ ; p) = hp, one can wrte ~ h hq hp = hq ~hp ~ (7) the uncertanty relaton for an arbtrary state. The states that mnmze t

Snce h( q^; q) = hq ~ and h( p^ ; p) = hp, one can wrte ~ h hq hp = hq ~hp ~ (7) the uncertanty relaton for an arbtrary state. The states that mnmze t 8.5: Many-body phenomena n condensed matter and atomc physcs Last moded: September, 003 Lecture. Squeezed States In ths lecture we shall contnue the dscusson of coherent states, focusng on ther propertes

More information

APPROXIMATE ANALYSIS OF RIGID PLATE LOADING ON ELASTIC MULTI-LAYERED SYSTEMS

APPROXIMATE ANALYSIS OF RIGID PLATE LOADING ON ELASTIC MULTI-LAYERED SYSTEMS 6th ICPT, Sapporo, Japan, July 008 APPROXIMATE ANALYSIS OF RIGID PLATE LOADING ON ELASTIC MULTI-LAYERED SYSTEMS James MAINA Prncpal Researcher, Transport and Infrastructure Engneerng, CSIR Bult Envronment

More information

Week3, Chapter 4. Position and Displacement. Motion in Two Dimensions. Instantaneous Velocity. Average Velocity

Week3, Chapter 4. Position and Displacement. Motion in Two Dimensions. Instantaneous Velocity. Average Velocity Week3, Chapter 4 Moton n Two Dmensons Lecture Quz A partcle confned to moton along the x axs moves wth constant acceleraton from x =.0 m to x = 8.0 m durng a 1-s tme nterval. The velocty of the partcle

More information

Winter 2008 CS567 Stochastic Linear/Integer Programming Guest Lecturer: Xu, Huan

Winter 2008 CS567 Stochastic Linear/Integer Programming Guest Lecturer: Xu, Huan Wnter 2008 CS567 Stochastc Lnear/Integer Programmng Guest Lecturer: Xu, Huan Class 2: More Modelng Examples 1 Capacty Expanson Capacty expanson models optmal choces of the tmng and levels of nvestments

More information

LOW BIAS INTEGRATED PATH ESTIMATORS. James M. Calvin

LOW BIAS INTEGRATED PATH ESTIMATORS. James M. Calvin Proceedngs of the 007 Wnter Smulaton Conference S G Henderson, B Bller, M-H Hseh, J Shortle, J D Tew, and R R Barton, eds LOW BIAS INTEGRATED PATH ESTIMATORS James M Calvn Department of Computer Scence

More information

Analytical and Numerical Analysis of Free Bulge Tube Hydroforming

Analytical and Numerical Analysis of Free Bulge Tube Hydroforming Amercan Journal of Appled Scences 5 (8): 97-979, 8 ISSN 546-939 8 Scence Publcatons Analytcal and Numercal Analyss of Free Bulge Tube Hydroformng F. Djavanrood, M. Ghesary and H. Zogh-shal Department of

More information

Bending and Vibrations of a Thick Plate with Consideration of Bimoments

Bending and Vibrations of a Thick Plate with Consideration of Bimoments Journal of Appled Mathematcs and Physcs, 6, 4, 64-65 Publshed Onlne August 6 n ScRes. http://www.scrp.org/journal/jamp http://dx.do.org/.46/jamp.6.4874 Bendng and Vbratons of a Thck Plate wth Consderaton

More information

DESIGN OPTIMIZATION OF CFRP RECTANGULAR BOX SUBJECTED TO ARBITRARY LOADINGS

DESIGN OPTIMIZATION OF CFRP RECTANGULAR BOX SUBJECTED TO ARBITRARY LOADINGS Munch, Germany, 26-30 th June 2016 1 DESIGN OPTIMIZATION OF CFRP RECTANGULAR BOX SUBJECTED TO ARBITRARY LOADINGS Q.T. Guo 1*, Z.Y. L 1, T. Ohor 1 and J. Takahash 1 1 Department of Systems Innovaton, School

More information

risk and uncertainty assessment

risk and uncertainty assessment Optmal forecastng of atmospherc qualty n ndustral regons: rsk and uncertanty assessment Vladmr Penenko Insttute of Computatonal Mathematcs and Mathematcal Geophyscs SD RAS Goal Development of theoretcal

More information

Multiple Sound Source Location in 3D Space with a Synchronized Neural System

Multiple Sound Source Location in 3D Space with a Synchronized Neural System Multple Sound Source Locaton n D Space wth a Synchronzed Neural System Yum Takzawa and Atsush Fukasawa Insttute of Statstcal Mathematcs Research Organzaton of Informaton and Systems 0- Mdor-cho, Tachkawa,

More information

The Minimum Universal Cost Flow in an Infeasible Flow Network

The Minimum Universal Cost Flow in an Infeasible Flow Network Journal of Scences, Islamc Republc of Iran 17(2): 175-180 (2006) Unversty of Tehran, ISSN 1016-1104 http://jscencesutacr The Mnmum Unversal Cost Flow n an Infeasble Flow Network H Saleh Fathabad * M Bagheran

More information

A comprehensive study: Boundary conditions for representative volume elements (RVE) of composites

A comprehensive study: Boundary conditions for representative volume elements (RVE) of composites Insttute of Structural Mechancs A comprehensve study: Boundary condtons for representatve volume elements (RVE) of compostes Srhar Kurukur A techncal report on homogenzaton technques A comprehensve study:

More information

A new Approach for Solving Linear Ordinary Differential Equations

A new Approach for Solving Linear Ordinary Differential Equations , ISSN 974-57X (Onlne), ISSN 974-5718 (Prnt), Vol. ; Issue No. 1; Year 14, Copyrght 13-14 by CESER PUBLICATIONS A new Approach for Solvng Lnear Ordnary Dfferental Equatons Fawz Abdelwahd Department of

More information

Application of B-Spline to Numerical Solution of a System of Singularly Perturbed Problems

Application of B-Spline to Numerical Solution of a System of Singularly Perturbed Problems Mathematca Aeterna, Vol. 1, 011, no. 06, 405 415 Applcaton of B-Splne to Numercal Soluton of a System of Sngularly Perturbed Problems Yogesh Gupta Department of Mathematcs Unted College of Engneerng &

More information

Newton s Method for One - Dimensional Optimization - Theory

Newton s Method for One - Dimensional Optimization - Theory Numercal Methods Newton s Method for One - Dmensonal Optmzaton - Theory For more detals on ths topc Go to Clck on Keyword Clck on Newton s Method for One- Dmensonal Optmzaton You are free to Share to copy,

More information

Fast Simulation of Pyroshock Responses of a Conical Structure Using Rotation-Superposition Method

Fast Simulation of Pyroshock Responses of a Conical Structure Using Rotation-Superposition Method Appled Mathematcs & Informaton Scences An Internatonal Journal 211 NSP 5 (2) (211), 187S-193S Fast Smulaton of Pyroshock Responses of a Concal Structure Usng Rotaton-Superposton Method Yongjan Mao 1, Yulong

More information

GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE

GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE GEOSYNTHETICS ENGINEERING: IN THEORY AND PRACTICE Prof. J. N. Mandal Department of cvl engneerng, IIT Bombay, Powa, Mumba 400076, Inda. Tel.022-25767328 emal: cejnm@cvl.tb.ac.n Module - 9 LECTURE - 48

More information

Chapter 5. Solution of System of Linear Equations. Module No. 6. Solution of Inconsistent and Ill Conditioned Systems

Chapter 5. Solution of System of Linear Equations. Module No. 6. Solution of Inconsistent and Ill Conditioned Systems Numercal Analyss by Dr. Anta Pal Assstant Professor Department of Mathematcs Natonal Insttute of Technology Durgapur Durgapur-713209 emal: anta.bue@gmal.com 1 . Chapter 5 Soluton of System of Lnear Equatons

More information

SOME ASPECTS OF THE EXISTENCE OF COULOMB VIBRATIONS IN A COMPOSITE BAR

SOME ASPECTS OF THE EXISTENCE OF COULOMB VIBRATIONS IN A COMPOSITE BAR SISOM 006, Bucharest 7-9 May SOME ASPECTS OF THE EXISTECE OF COULOMB VIBRATIOS I A COMPOSITE BAR Ştefana DOESCU Techncal Unversty of Cvl Engneerng, Dept. of Mathematcs, emal: stefa05@rdsln.ro. In ths paper,

More information

Some modelling aspects for the Matlab implementation of MMA

Some modelling aspects for the Matlab implementation of MMA Some modellng aspects for the Matlab mplementaton of MMA Krster Svanberg krlle@math.kth.se Optmzaton and Systems Theory Department of Mathematcs KTH, SE 10044 Stockholm September 2004 1. Consdered optmzaton

More information

NONLINEAR NATURAL FREQUENCIES OF A TAPERED CANTILEVER BEAM

NONLINEAR NATURAL FREQUENCIES OF A TAPERED CANTILEVER BEAM Advanced Steel Constructon Vol. 5, No., pp. 59-7 (9) 59 NONLINEAR NATURAL FREQUENCIES OF A TAPERED CANTILEVER BEAM M. Abdel-Jaber, A.A. Al-Qasa,* and M.S. Abdel-Jaber Department of Cvl Engneerng, Faculty

More information

Static and Modal Analysis and Optimization of Cross- Sectional Area of the Manipulator Arm

Static and Modal Analysis and Optimization of Cross- Sectional Area of the Manipulator Arm Amercan Journal of Mechancal Engneerng, 2013, Vol. 1, No. 7, 236-240 Avalable onlne at http://pubs.scepub.com/ajme/1/7/17 Scence and Educaton Publshng DOI:10.12691/ajme-1-7-17 Statc and Modal Analyss and

More information

One Dimensional Axial Deformations

One Dimensional Axial Deformations One Dmensonal al Deformatons In ths secton, a specfc smple geometr s consdered, that of a long and thn straght component loaded n such a wa that t deforms n the aal drecton onl. The -as s taken as the

More information

RELIABILITY ASSESSMENT

RELIABILITY ASSESSMENT CHAPTER Rsk Analyss n Engneerng and Economcs RELIABILITY ASSESSMENT A. J. Clark School of Engneerng Department of Cvl and Envronmental Engneerng 4a CHAPMAN HALL/CRC Rsk Analyss for Engneerng Department

More information

The Finite Element Method

The Finite Element Method The Fnte Element Method GENERAL INTRODUCTION Read: Chapters 1 and 2 CONTENTS Engneerng and analyss Smulaton of a physcal process Examples mathematcal model development Approxmate solutons and methods of

More information

An efficient algorithm for multivariate Maclaurin Newton transformation

An efficient algorithm for multivariate Maclaurin Newton transformation Annales UMCS Informatca AI VIII, 2 2008) 5 14 DOI: 10.2478/v10065-008-0020-6 An effcent algorthm for multvarate Maclaurn Newton transformaton Joanna Kapusta Insttute of Mathematcs and Computer Scence,

More information

Kinematic Hardening Parameters Identification with Respect to Objective Function

Kinematic Hardening Parameters Identification with Respect to Objective Function Vol:8, No:4, 04 Knematc Hardenng Parameters Identfcaton wth Respect to Objectve Functon Marna Franulovc, Robert Basan, Bozdar Krzan Internatonal Scence Index, Mathematcal and Computatonal Scences Vol:8,

More information

coordinates. Then, the position vectors are described by

coordinates. Then, the position vectors are described by Revewng, what we have dscussed so far: Generalzed coordnates Any number of varables (say, n) suffcent to specfy the confguraton of the system at each nstant to tme (need not be the mnmum number). In general,

More information

A Local Variational Problem of Second Order for a Class of Optimal Control Problems with Nonsmooth Objective Function

A Local Variational Problem of Second Order for a Class of Optimal Control Problems with Nonsmooth Objective Function A Local Varatonal Problem of Second Order for a Class of Optmal Control Problems wth Nonsmooth Objectve Functon Alexander P. Afanasev Insttute for Informaton Transmsson Problems, Russan Academy of Scences,

More information

is the calculated value of the dependent variable at point i. The best parameters have values that minimize the squares of the errors

is the calculated value of the dependent variable at point i. The best parameters have values that minimize the squares of the errors Multple Lnear and Polynomal Regresson wth Statstcal Analyss Gven a set of data of measured (or observed) values of a dependent varable: y versus n ndependent varables x 1, x, x n, multple lnear regresson

More information

ANALYSIS OF CONTACT PROBLEM USING IMPROVED FAST MULTIPOLE BEM WITH VARIABLE ELEMENTS LENGTH THEORY

ANALYSIS OF CONTACT PROBLEM USING IMPROVED FAST MULTIPOLE BEM WITH VARIABLE ELEMENTS LENGTH THEORY Journal of Marne Scence and Technology, Vol., No., pp. -7 () DOI:.69/JMST--7- NLYSIS OF CONTCT PROBLEM USING IMPROVED FST MULTIPOLE BEM WITH VRIBLE ELEMENTS LENGTH THEORY Ha-Lan Gu, Qang L, Qng-Xue Huang,

More information

Effects of Boundary Conditions on Cross-Ply Laminated Composite Beams

Effects of Boundary Conditions on Cross-Ply Laminated Composite Beams Internatonal Journal of Engneerng Research And Advanced Technology (IJERAT) DOI: http://dx.do.org/0.734/ijerat.344 E-ISSN : 454-635 Vol.3 (0) Oct -07 Effects of Boundary Condtons on Cross-Ply Lamnated

More information

(Online First)A Lattice Boltzmann Scheme for Diffusion Equation in Spherical Coordinate

(Online First)A Lattice Boltzmann Scheme for Diffusion Equation in Spherical Coordinate Internatonal Journal of Mathematcs and Systems Scence (018) Volume 1 do:10.494/jmss.v1.815 (Onlne Frst)A Lattce Boltzmann Scheme for Dffuson Equaton n Sphercal Coordnate Debabrata Datta 1 *, T K Pal 1

More information

STATIC ANALYSIS OF TWO-LAYERED PIEZOELECTRIC BEAMS WITH IMPERFECT SHEAR CONNECTION

STATIC ANALYSIS OF TWO-LAYERED PIEZOELECTRIC BEAMS WITH IMPERFECT SHEAR CONNECTION STATIC ANALYSIS OF TWO-LERED PIEZOELECTRIC BEAMS WITH IMPERFECT SHEAR CONNECTION Ákos József Lengyel István Ecsed Assstant Lecturer Emertus Professor Insttute of Appled Mechancs Unversty of Mskolc Mskolc-Egyetemváros

More information

Group Analysis of Ordinary Differential Equations of the Order n>2

Group Analysis of Ordinary Differential Equations of the Order n>2 Symmetry n Nonlnear Mathematcal Physcs 997, V., 64 7. Group Analyss of Ordnary Dfferental Equatons of the Order n> L.M. BERKOVICH and S.Y. POPOV Samara State Unversty, 4430, Samara, Russa E-mal: berk@nfo.ssu.samara.ru

More information

THE STURM-LIOUVILLE EIGENVALUE PROBLEM - A NUMERICAL SOLUTION USING THE CONTROL VOLUME METHOD

THE STURM-LIOUVILLE EIGENVALUE PROBLEM - A NUMERICAL SOLUTION USING THE CONTROL VOLUME METHOD Journal of Appled Mathematcs and Computatonal Mechancs 06, 5(), 7-36 www.amcm.pcz.pl p-iss 99-9965 DOI: 0.75/jamcm.06..4 e-iss 353-0588 THE STURM-LIOUVILLE EIGEVALUE PROBLEM - A UMERICAL SOLUTIO USIG THE

More information

COMPARISON OF SOME RELIABILITY CHARACTERISTICS BETWEEN REDUNDANT SYSTEMS REQUIRING SUPPORTING UNITS FOR THEIR OPERATIONS

COMPARISON OF SOME RELIABILITY CHARACTERISTICS BETWEEN REDUNDANT SYSTEMS REQUIRING SUPPORTING UNITS FOR THEIR OPERATIONS Avalable onlne at http://sck.org J. Math. Comput. Sc. 3 (3), No., 6-3 ISSN: 97-537 COMPARISON OF SOME RELIABILITY CHARACTERISTICS BETWEEN REDUNDANT SYSTEMS REQUIRING SUPPORTING UNITS FOR THEIR OPERATIONS

More information

Neryškioji dichotominių testo klausimų ir socialinių rodiklių diferencijavimo savybių klasifikacija

Neryškioji dichotominių testo klausimų ir socialinių rodiklių diferencijavimo savybių klasifikacija Neryškoj dchotomnų testo klausmų r socalnų rodklų dferencjavmo savybų klasfkacja Aleksandras KRYLOVAS, Natalja KOSAREVA, Julja KARALIŪNAITĖ Technologcal and Economc Development of Economy Receved 9 May

More information

Chapter 13: Multiple Regression

Chapter 13: Multiple Regression Chapter 13: Multple Regresson 13.1 Developng the multple-regresson Model The general model can be descrbed as: It smplfes for two ndependent varables: The sample ft parameter b 0, b 1, and b are used to

More information

ADVANCED MACHINE LEARNING ADVANCED MACHINE LEARNING

ADVANCED MACHINE LEARNING ADVANCED MACHINE LEARNING 1 ADVANCED ACHINE LEARNING ADVANCED ACHINE LEARNING Non-lnear regresson technques 2 ADVANCED ACHINE LEARNING Regresson: Prncple N ap N-dm. nput x to a contnuous output y. Learn a functon of the type: N

More information

Design and Analysis of Landing Gear Mechanic Structure for the Mine Rescue Carrier Robot

Design and Analysis of Landing Gear Mechanic Structure for the Mine Rescue Carrier Robot Sensors & Transducers 214 by IFSA Publshng, S. L. http://www.sensorsportal.com Desgn and Analyss of Landng Gear Mechanc Structure for the Mne Rescue Carrer Robot We Juan, Wu Ja-Long X an Unversty of Scence

More information

A PROCEDURE FOR SIMULATING THE NONLINEAR CONDUCTION HEAT TRANSFER IN A BODY WITH TEMPERATURE DEPENDENT THERMAL CONDUCTIVITY.

A PROCEDURE FOR SIMULATING THE NONLINEAR CONDUCTION HEAT TRANSFER IN A BODY WITH TEMPERATURE DEPENDENT THERMAL CONDUCTIVITY. Proceedngs of the th Brazlan Congress of Thermal Scences and Engneerng -- ENCIT 006 Braz. Soc. of Mechancal Scences and Engneerng -- ABCM, Curtba, Brazl,- Dec. 5-8, 006 A PROCEDURE FOR SIMULATING THE NONLINEAR

More information

Advanced Mechanical Elements

Advanced Mechanical Elements May 3, 08 Advanced Mechancal Elements (Lecture 7) Knematc analyss and moton control of underactuated mechansms wth elastc elements - Moton control of underactuated mechansms constraned by elastc elements

More information

High resolution entropy stable scheme for shallow water equations

High resolution entropy stable scheme for shallow water equations Internatonal Symposum on Computers & Informatcs (ISCI 05) Hgh resoluton entropy stable scheme for shallow water equatons Xaohan Cheng,a, Yufeng Ne,b, Department of Appled Mathematcs, Northwestern Polytechncal

More information

Interactive Bi-Level Multi-Objective Integer. Non-linear Programming Problem

Interactive Bi-Level Multi-Objective Integer. Non-linear Programming Problem Appled Mathematcal Scences Vol 5 0 no 65 3 33 Interactve B-Level Mult-Objectve Integer Non-lnear Programmng Problem O E Emam Department of Informaton Systems aculty of Computer Scence and nformaton Helwan

More information

Lecture 16 Statistical Analysis in Biomaterials Research (Part II)

Lecture 16 Statistical Analysis in Biomaterials Research (Part II) 3.051J/0.340J 1 Lecture 16 Statstcal Analyss n Bomaterals Research (Part II) C. F Dstrbuton Allows comparson of varablty of behavor between populatons usng test of hypothess: σ x = σ x amed for Brtsh statstcan

More information

Free vibration analysis of a hermetic capsule by pseudospectral method

Free vibration analysis of a hermetic capsule by pseudospectral method Journal of Mechancal Scence and echnology 6 (4) (0) 0~05 wwwsprngerlnkcom/content/78-494x DOI 0007/s06-0-06-y Free vbraton analyss of a hermetc capsule by pseudospectral method Jnhee ee * Department of

More information

Assessment of Site Amplification Effect from Input Energy Spectra of Strong Ground Motion

Assessment of Site Amplification Effect from Input Energy Spectra of Strong Ground Motion Assessment of Ste Amplfcaton Effect from Input Energy Spectra of Strong Ground Moton M.S. Gong & L.L Xe Key Laboratory of Earthquake Engneerng and Engneerng Vbraton,Insttute of Engneerng Mechancs, CEA,

More information