Fastener Modeling for Joining Composite Parts
|
|
- Simon Lee
- 6 years ago
- Views:
Transcription
1 AM-VPD Fastener Modelng for Jonng Composte Parts Alexander Rutman, Assocate Techncal Fellow, Sprt AeroSystems Chrs Boshers, Stress ngneer, Sprt AeroSystems John Parady, Prncpal Applcaton ngneer, MSC.Software Larry Pearce, Senor Lead Applcaton ngneer, MSC.Software
2 References Fastener Modelng for Jonng Composte Parts, Alexander Rutman, Chrs Boshers (Sprt AeroSystems), Larry Pearce, John Parady (MSC.Software Corporaton), To Be Presented at the 009 Amercas Vrtual Product Development Conference, Aprl -, 009, Phoenx, AZ Fastener Modelng for Jonng Parts Modeled by Shell and Sold lements, Alexander Rutman, Chrs Boshers (Sprt AeroSystems), Larry Pearce, John Parady (MSC.Software Corporaton), 007 Amercas Vrtual Product Development Conference, October -, 007, Detrot, MI Fastener Modelng for MSC.Nastran Fnte lement Analyss, Alexander Rutman, Adran Vsoreanu (Boeng), John Parady (MSC.Software Corporaton), 000 World Avaton Conference, October 0-, 000, AIAA
3 Objectve Develop an FM representaton of a fastener nstalled through multple metal and composte plates. Accurately represent fastener behavor Rapd model preparaton of each fastener Can be used wth parts modeled by shell elements wth sotropc or orthotropc materal propertes, parts modeled by sold elements wth sotropc propertes, or any combnaton of these parts Accounts for the effects of varable bearng stffness of a fastener - composte plate nterface
4 Representaton of a Fastener Jont Idealzaton of a plate-fastener system ncludes the followng: lastc bearng stffness of a plate and fastener at the contact surface Bendng and shear stffness of a fastener shank Compatblty of dsplacements of a fastener and connected plates n the jont
5 Compatblty of Jont Dsplacements Modelng dsplacement assumptons No nterference of the plates under load The plate s md-planes reman parallel to each other under load Planes under the fastener head and nut reman parallel to the plate mdplanes under load
6 xamples of Fastener Jont Models RBAR RB DOF,5,6 5,6,4,5,6 DOF,3,5,6
7 Interacton Between Fastener Shank and Joned Plates Bearng stffness between fastener shank and plate s represented by CBUSH element ach CBUSH element contans two non-zero axal and two non-zero rotatonal sprngs Translatonal and rotatonal bearng stffnesses are defned n PBUSH cards Sold lement Shell lement Sold lement CBUSH lements st plate nd plate 3 rd plate x
8 Stffness of a Fastened Jont n a Metallc Plate Combned plate and fastener translatonal bearng stffness Combned plate and fastener rotatonal bearng stffness S S xbr xbt S S ybr ybt t ν + ν 3 t p + cf cf t p t p t p 3 t p 4 d f Fastener st plate nd plate 3 rd plate 4 th plate cf t p - comp. modulus of plate materal - comp. modulus of fastener materal - thckness of the plate
9 Stffness of a Fastened Jont Change from Prevous Formulaton Comparson of Fnte lement and Analytcal Results for Translatonal Bearng Stffness Analyss Method Fnte lement Analyss t t ν Translatonal Bearng Stffness, lb/n S Δ analytcal S S FM,9,87 -,030, FM,55, %
10 Stffness of a Fastened Jont n a Composte Plate - xtenson Combned plate and fastener translatonal bearng stffness Where, S xbt t n n t S ybt + + Q cf Q cf Q ν 4 ( Q + Q66 ) m n Q n 4 ( Q + Q ) m n Q m Q + 4 Q m + Q + 4 Q n + 66 ν Q ν ν Q ν m cosθ n snθ ν ( Q ) 66 G ν ν ν ν cf Q Q - compresson modulus of fastener materal - transformed reduced stffness for ply n the x-drecton - transformed reduced stffness for ply n the y-drecton
11 Stffness of a Fastened Jont n a Composte Plate - Rotaton Combned plate and fastener rotatonal bearng stffness Centrod Locaton ( ) ( ) + n cf x x x x xbr Q c z c z M S ) ( φ ( ) ( ) + n cf y y y y ybr Q c z c z M S ) ( φ xbt n cf x S Q z z c + ) ( ybt n cf y S Q z z c + ) (
12 Analyss Procedure and Lmtatons The bearng stffness n the jont depends on the drecton of the fastener reactons. Because these drectons are not known pror to runnng the model, an teratve procedure s requred to accurately determne fastener reactons. For composte plates wth varable n-plane stffnesses, the sprng analogy used n ths analyss does not take couplng between transverse dsplacements nto account. The error nduced by ths approxmaton s expected to be small and wll decrease wth each teraton.
13 Procedure for Analyss of a Fastened Jont Construct FM, Determne Intal Propertes Run FM Determne Fastener Reactons Magntude and Drecton Update Fastener Stffnesses Summarze Reactons No Intal Run? Yes Converged Compare Reactons to Prevous Run Not Converged
14 xample Composte Plate n Double Shear Desgn Confguraton Fnte lement Model 00 lb Fasteners FM Isovew FM Upper Plate Removed
15 xample Bearng Stffnesses as a Functon of Resultant Fastener Drecton 90 θ 0
16 xample Fastener Reactons After Intal Run Fastener ID Rx Ry θ lb
17 xample Fastener Reactons After nd Run Fastener ID Rx Ry θ lb
18 xample Fastener Reactons After Fnal Run Fastener ID Rx Ry θ lb
19 xample Summary of Analyss Results Fastener Load Convergence Change n Load (lb) 3 Fastener, P x Fastener 3, P y Fastener, P y Fastener 3, P x Run # 4
20 Patran Fastener Bulder MSC.Software s currently developng a PCL procedure consstng of two parts: The frst part shall quckly and easly create fasteners n Patran for models contanng plates wth composte and optonally metal materal propertes. The second part s needed for updatng bearng stffnesses n the composte plate-fastener nterface. An MSC.Nastran procedure for automatcally teratng the process s very desrable to ncrease the speed of the analyss. Patran Iteratve Analyss Panel Patran Fastener Bulder Panel
21 Conclusons The fastener modelng technque developed for sotropc materals has been extended to models contanng composte plates. The prevous formulae for computng bearng stffnesses for fasteners n a metal plate has been modfed to better account for plate behavor. Due to the varaton of n-plane stffnesses of a composte materal, an teratve procedure s necessary to accurately determne fastener loads. An automated PCL procedure s under development to quckly and easly create fastener representatons n MSC Patran.
22 Contact Detals : For further nformaton please contact Alexander Rutman alexander.rutman@sprtaero.com Chrs Boshers chrs.boshers@sprtaero.com Sprt AeroSystems P.O. Box Mal Zone K78-0 Wchta KS, 6730 USA John Parady , ext. 5 john.parady@mscsoftware.com Larry Pearce larry.pearce@mscsoftware.com MSC.Software MacArthur Place Santa Ana, CA 9707 USA 3/05/009
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 informationSecond 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 informationCOMPOSITE 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 informationIndeterminate 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 information2. PROBLEM STATEMENT AND SOLUTION STRATEGIES. L q. Suppose that we have a structure with known geometry (b, h, and L) and material properties (EA).
. PROBEM STATEMENT AND SOUTION STRATEGIES Problem statement P, Q h ρ ρ o EA, N b b Suppose that we have a structure wth known geometry (b, h, and ) and materal propertes (EA). Gven load (P), determne the
More informationFrame element resists external loads or disturbances by developing internal axial forces, shear forces, and bending moments.
CE7 Structural Analyss II PAAR FRAE EEET y 5 x E, A, I, Each node can translate and rotate n plane. The fnal dsplaced shape has ndependent generalzed dsplacements (.e. translatons and rotatons) noled.
More informationModal Identification of the Elastic Properties in Composite Sandwich Structures
Modal Identfcaton of the Elastc Propertes n Composte Sandwch Structures M. Matter Th. Gmür J. Cugnon and A. Schorderet School of Engneerng (STI) Ecole poltechnque fédérale f de Lausanne (EPFL) Swterland
More informationProfessor Terje Haukaas University of British Columbia, Vancouver The Q4 Element
Professor Terje Haukaas Unversty of Brtsh Columba, ancouver www.nrsk.ubc.ca The Q Element Ths document consders fnte elements that carry load only n ther plane. These elements are sometmes referred to
More informationTensor Analysis. For orthogonal curvilinear coordinates, ˆ ˆ (98) Expanding the derivative, we have, ˆ. h q. . h q h q
For orthogonal curvlnear coordnates, eˆ grad a a= ( aˆ ˆ e). h q (98) Expandng the dervatve, we have, eˆ aˆ ˆ e a= ˆ ˆ a h e + q q 1 aˆ ˆ ˆ a e = ee ˆˆ ˆ + e. h q h q Now expandng eˆ / q (some of the detals
More informationMECHANICS OF MATERIALS
Fourth Edton CHTER MECHNICS OF MTERIS Ferdnand. Beer E. Russell Johnston, Jr. John T. DeWolf ecture Notes: J. Walt Oler Texas Tech Unversty Stress and Stran xal oadng Contents Stress & Stran: xal oadng
More informationPlate Theories for Classical and Laminated plates Weak Formulation and Element Calculations
Plate heores for Classcal and Lamnated plates Weak Formulaton and Element Calculatons PM Mohte Department of Aerospace Engneerng Indan Insttute of echnolog Kanpur EQIP School on Computatonal Methods n
More informationCHAPTER 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 informationORIGIN 1. PTC_CE_BSD_3.2_us_mp.mcdx. Mathcad Enabled Content 2011 Knovel Corp.
Clck to Vew Mathcad Document 2011 Knovel Corp. Buldng Structural Desgn. homas P. Magner, P.E. 2011 Parametrc echnology Corp. Chapter 3: Renforced Concrete Slabs and Beams 3.2 Renforced Concrete Beams -
More informationPlease review the following statement: I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.
ME 270 Fall 2013 Fnal Exam NME (Last, Frst): Please revew the followng statement: I certfy that I have not gven unauthorzed ad nor have I receved ad n the completon of ths exam. Sgnature: INSTRUCTIONS
More informationOFF-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 informationThe 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 informationA 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 informationWeek 9 Chapter 10 Section 1-5
Week 9 Chapter 10 Secton 1-5 Rotaton Rgd Object A rgd object s one that s nondeformable The relatve locatons of all partcles makng up the object reman constant All real objects are deformable to some extent,
More informationEVALUATION 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 informationEvolutionary 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 informationModeling of Dynamic Systems
Modelng of Dynamc Systems Ref: Control System Engneerng Norman Nse : Chapters & 3 Chapter objectves : Revew the Laplace transform Learn how to fnd a mathematcal model, called a transfer functon Learn how
More informationComputer Based Porosity Design by Multi Phase Topology Optimization
Computer Based Porosty Desgn by Mult Phase Topology Optmzaton Andreas Burbles and Matthas Busse Fraunhofer-Insttut für Fertgungstechnk und Angewandte Materalforschung - IFAM Wener Str. 12, 28359 Bremen,
More informationEffect of anisotropy on laminated composite plates containing circular holes
Indan Journal of ngneerng & Materals Scences Vol. 1, June 005, pp. 07-13 ffect of ansotropy on lamnated composte plates contanng crcular holes H Murat Arslan Cukurova Unversty, Cvl ngneerng Department,
More informationAPPENDIX F A DISPLACEMENT-BASED BEAM ELEMENT WITH SHEAR DEFORMATIONS. Never use a Cubic Function Approximation for a Non-Prismatic Beam
APPENDIX F A DISPACEMENT-BASED BEAM EEMENT WITH SHEAR DEFORMATIONS Never use a Cubc Functon Approxmaton for a Non-Prsmatc Beam F. INTRODUCTION { XE "Shearng Deformatons" }In ths appendx a unque development
More informationDUE: WEDS FEB 21ST 2018
HOMEWORK # 1: FINITE DIFFERENCES IN ONE DIMENSION DUE: WEDS FEB 21ST 2018 1. Theory Beam bendng s a classcal engneerng analyss. The tradtonal soluton technque makes smplfyng assumptons such as a constant
More informationOn balancing multiple video streams with distributed QoS control in mobile communications
On balancng multple vdeo streams wth dstrbuted QoS control n moble communcatons Arjen van der Schaaf, José Angel Lso Arellano, and R. (Inald) L. Lagendjk TU Delft, Mekelweg 4, 68 CD Delft, The Netherlands
More informationMODAL ANALYSIS AND TESTING OF ROTATING MACHINES FOR PREDICTIVE MAINTENANCE: EFFECT OF GYROSCOPIC FORCES
MODAL ANALYSIS AND TESTING OF ROTATING MACHINES FOR PREDICTIVE MAINTENANCE: EFFECT OF GYROSCOPIC FORCES A. Vansteenkste; M. Loccufer; B. Vervsch; P. De Baets; Ghent Unversty, Belgum Abstract Through the
More informationI certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.
ME 270 Fall 2012 Fnal Exam Please revew the followng statement: I certfy that I have not gven unauthorzed ad nor have I receved ad n the completon of ths exam. Sgnature: INSTRUCTIONS Begn each problem
More informationELASTIC 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 informationChapter Eight. Review and Summary. Two methods in solid mechanics ---- vectorial methods and energy methods or variational methods
Chapter Eght Energy Method 8. Introducton 8. Stran energy expressons 8.3 Prncpal of statonary potental energy; several degrees of freedom ------ Castglano s frst theorem ---- Examples 8.4 Prncpal of statonary
More informationA Modified Neuber Method Avoiding Artefacts Under Random Loads
A Modfed Neuber Method Avodng Artefacts Under Random Loads T. Herbland a,b, G. Calletaud a, J. L. Chaboche c, S. Qulc a, F. Gallerneau c a Mnes Pars Pars Tech, CNRS UMR 7633, P 87, 91003 vry cedex, France
More informationANALYSIS OF TIMOSHENKO BEAM RESTING ON NONLINEAR COMPRESSIONAL AND FRICTIONAL WINKLER FOUNDATION
VOL. 6, NO., NOVEMBER ISSN 89-668 6- Asan Research Publshng Network (ARPN). All rghts reserved. ANALYSIS OF TIMOSHENKO BEAM RESTING ON NONLINEAR COMPRESSIONAL AND FRICTIONAL WINKLER FOUNDATION Adel A.
More informationPlease review the following statement: I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.
ME 270 Summer 2014 Fnal Exam NAME (Last, Frst): Please revew the followng statement: I certfy that I have not gven unauthorzed ad nor have I receved ad n the completon of ths exam. Sgnature: INSTRUCTIONS
More informationME 307 Machine Design I. Chapter 8: Screws, Fasteners and the Design of Nonpermanent Joints
Dr.. zz Bazoune Chapter 8: Screws, Fasteners and the Desgn of Nonpermanent Jonts Dr.. zz Bazoune Chapter 8: Screws, Fasteners and the Desgn of Nonpermanent Jonts CH-8 LEC 35 Slde 2 Dr.. zz Bazoune Chapter
More informationPLATE BENDING ELEMENTS
8. PLATE BENING ELEMENTS Plate Bendng s a Smple Etenson of Beam Theor 8. INTROUCTION { XE "Plate Bendng Elements" }Before 960, plates and slabs were modeled usng a grd of beam elements for man cvl engneerng
More informationMEMBRANE ELEMENT WITH NORMAL ROTATIONS
9. MEMBRANE ELEMENT WITH NORMAL ROTATIONS Rotatons Mst Be Compatble Between Beam, Membrane and Shell Elements 9. INTRODUCTION { XE "Membrane Element" }The comple natre of most bldngs and other cvl engneerng
More informationA LINEAR PROGRAM TO COMPARE MULTIPLE GROSS CREDIT LOSS FORECASTS. Dr. Derald E. Wentzien, Wesley College, (302) ,
A LINEAR PROGRAM TO COMPARE MULTIPLE GROSS CREDIT LOSS FORECASTS Dr. Derald E. Wentzen, Wesley College, (302) 736-2574, wentzde@wesley.edu ABSTRACT A lnear programmng model s developed and used to compare
More informationConstitutive 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 informationProblem Set 9 Solutions
Desgn and Analyss of Algorthms May 4, 2015 Massachusetts Insttute of Technology 6.046J/18.410J Profs. Erk Demane, Srn Devadas, and Nancy Lynch Problem Set 9 Solutons Problem Set 9 Solutons Ths problem
More informationNumerical Modeling of Woven Carbon Composite Failure
8 th Internatonal LS-DYNA Users Conference Smulaton Technology (3) Numercal Modelng of Woven Carbon Composte Falure Paul F. Deslaurers, Duane S. Cronn Unversty of Waterloo Alex Duquette Multmatc Techncal
More informationSTATIC 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 informationSome Comments on Accelerating Convergence of Iterative Sequences Using Direct Inversion of the Iterative Subspace (DIIS)
Some Comments on Acceleratng Convergence of Iteratve Sequences Usng Drect Inverson of the Iteratve Subspace (DIIS) C. Davd Sherrll School of Chemstry and Bochemstry Georga Insttute of Technology May 1998
More informationOn the Interval Zoro Symmetric Single-step Procedure for Simultaneous Finding of Polynomial Zeros
Appled Mathematcal Scences, Vol. 5, 2011, no. 75, 3693-3706 On the Interval Zoro Symmetrc Sngle-step Procedure for Smultaneous Fndng of Polynomal Zeros S. F. M. Rusl, M. Mons, M. A. Hassan and W. J. Leong
More informationModule 3: Element Properties Lecture 1: Natural Coordinates
Module 3: Element Propertes Lecture : Natural Coordnates Natural coordnate system s bascally a local coordnate system whch allows the specfcaton of a pont wthn the element by a set of dmensonless numbers
More informationNON LINEAR ANALYSIS OF STRUCTURES ACCORDING TO NEW EUROPEAN DESIGN CODE
October 1-17, 008, Bejng, Chna NON LINEAR ANALYSIS OF SRUCURES ACCORDING O NEW EUROPEAN DESIGN CODE D. Mestrovc 1, D. Czmar and M. Pende 3 1 Professor, Dept. of Structural Engneerng, Faculty of Cvl Engneerng,
More informationParametric fractional imputation for missing data analysis. Jae Kwang Kim Survey Working Group Seminar March 29, 2010
Parametrc fractonal mputaton for mssng data analyss Jae Kwang Km Survey Workng Group Semnar March 29, 2010 1 Outlne Introducton Proposed method Fractonal mputaton Approxmaton Varance estmaton Multple mputaton
More informationPlease initial the statement below to show that you have read it
EN0: Structural nalyss Exam I Wednesday, March 2, 2005 Dvson of Engneerng rown Unversty NME: General Instructons No collaboraton of any nd s permtted on ths examnaton. You may consult your own wrtten lecture
More informationI have not received unauthorized aid in the completion of this exam.
ME 270 Sprng 2013 Fnal Examnaton Please read and respond to the followng statement, I have not receved unauthorzed ad n the completon of ths exam. Agree Dsagree Sgnature INSTRUCTIONS Begn each problem
More informationPlease review the following statement: I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.
ME 270 Sprng 2017 Exam 1 NAME (Last, Frst): Please revew the followng statement: I certfy that I have not gven unauthorzed ad nor have I receved ad n the completon of ths exam. Sgnature: Instructor s Name
More informationLecture Note 3. Eshelby s Inclusion II
ME340B Elastcty of Mcroscopc Structures Stanford Unversty Wnter 004 Lecture Note 3. Eshelby s Incluson II Chrs Wenberger and We Ca c All rghts reserved January 6, 004 Contents 1 Incluson energy n an nfnte
More informationLecture 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 informationOne 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 informationStrength Requirements for Fore Deck Fittings and Equipment
(Nov 2002) (Rev.1 March 2003) (Corr.1 July 2003) (Rev.2 Nov 2003) (Rev.3 July 2004) (Rev.4 Nov 2004) (Rev.5 May 2010) Strength Requrements for Fore Deck Fttngs and Equpment 1. General 1.1 Ths UR S 27 provdes
More informationFree 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 informationPhysics 141. Lecture 14. Frank L. H. Wolfs Department of Physics and Astronomy, University of Rochester, Lecture 14, Page 1
Physcs 141. Lecture 14. Frank L. H. Wolfs Department of Physcs and Astronomy, Unversty of Rochester, Lecture 14, Page 1 Physcs 141. Lecture 14. Course Informaton: Lab report # 3. Exam # 2. Mult-Partcle
More informationTopology Optimization of Elastic Material Microstructures with Classic Models of Micromechanics
COMPUTATIONAL MECHANICS WCCM VI n conjuncton wth APCOM 4, Sept. 5-1, 24, Bejng, Chna 24 Tsnghua Unversty Press & Sprnger-Verlag Topology Optmzaton of Elastc Materal Mcrostructures wth Classc Models of
More informationGENERAL THEORY FOR THE MODELLING OF LAMINATED MULTI-LAYER PLATES AND ITS APPLICATION FOR THE ANALYSIS OF SANDWICH PANELS WITH PLY DROPS
GENERAL THEORY FOR THE MODELLING OF LAMINATED MULTI-LAYER PLATES AND ITS APPLICATION FOR THE ANALYSIS OF SANDWICH PANELS WITH PLY DROPS Ole Thybo Thomsen Insttute of Mechancal Engneerng, Aalborg Unversty
More informationLifetime 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 informationPlease review the following statement: I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.
Please revew the followng statement: I certfy that I have not gven unauthorzed ad nor have I receved ad n the completon of ths exam. Sgnature: Instructor s Name and Secton: (Crcle Your Secton) Sectons:
More informationMathematical Modeling and Numerical Simulation of Smart Structures Controlled by Piezoelectric Wafers and Fibers
Mathematcal Modelng and Numercal Smulaton of Smart Structures Controlled by Pezoelectrc Wafers and Fbers U. Gabbert #, W. Kreher*, H. Köppe # # Insttut für Mechank, Otto-von-Guercke Unverstät Magdeburg
More informationUNIVERSITY OF BOLTON RAK ACADEMIC CENTRE BENG(HONS) MECHANICAL ENGINEERING SEMESTER TWO EXAMINATION 2017/2018 FINITE ELEMENT AND DIFFERENCE SOLUTIONS
OCD0 UNIVERSITY OF BOLTON RAK ACADEMIC CENTRE BENG(HONS) MECHANICAL ENGINEERING SEMESTER TWO EXAMINATION 07/08 FINITE ELEMENT AND DIFFERENCE SOLUTIONS MODULE NO. AME6006 Date: Wednesda 0 Ma 08 Tme: 0:00
More informationIterative General Dynamic Model for Serial-Link Manipulators
EEL6667: Knematcs, Dynamcs and Control of Robot Manpulators 1. Introducton Iteratve General Dynamc Model for Seral-Lnk Manpulators In ths set of notes, we are gong to develop a method for computng a general
More informationPressure Measurements Laboratory
Lab # Pressure Measurements Laboratory Objectves:. To get hands-on experences on how to make pressure (surface pressure, statc pressure and total pressure nsde flow) measurements usng conventonal pressuremeasurng
More informationFUZZY FINITE ELEMENT METHOD
FUZZY FINITE ELEMENT METHOD RELIABILITY TRUCTURE ANALYI UING PROBABILITY 3.. Maxmum Normal tress Internal force s the shear force, V has a magntude equal to the load P and bendng moment, M. Bendng moments
More informationFinite Element Solution Algorithm for Nonlinear Elasticity Problems by Domain Decomposition Method
Fnte Element Soluton Algorthm for Nonlnear Elastcty Problems by Doman Decomposton Method Bedřch Sousedík Department of Mathematcs, Faculty of Cvl Engneerng, Czech Techncal Unversty n Prague, Thákurova
More informationAdjoint Methods of Sensitivity Analysis for Lyapunov Equation. Boping Wang 1, Kun Yan 2. University of Technology, Dalian , P. R.
th World Congress on Structural and Multdscplnary Optmsaton 7 th - th, June 5, Sydney Australa Adjont Methods of Senstvty Analyss for Lyapunov Equaton Bopng Wang, Kun Yan Department of Mechancal and Aerospace
More informationEffects 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 informationDevelopment of Numerical Simulation Capabilities for In Situ Heating of Oil Shale
Development of Numercal Smulaton Capabltes for In Stu Heatng of Ol Shale Sharad Kelkar, Rajesh Pawar Los Alamos Natonal Laboratory Nazsh Hoda, Chen Fang ExxonMobl Upstream Research Company Presented at
More informationModule 11 Design of Joints for Special Loading. Version 2 ME, IIT Kharagpur
Module 11 Desgn o Jonts or Specal Loadng Verson ME, IIT Kharagpur Lesson 1 Desgn o Eccentrcally Loaded Bolted/Rveted Jonts Verson ME, IIT Kharagpur Instructonal Objectves: At the end o ths lesson, the
More informationNumerical 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 informationPlease review the following statement: I certify that I have not given unauthorized aid nor have I received aid in the completion of this exam.
ME 270 Sprng 2014 Fnal Exam NME (Last, Frst): Please revew the followng statement: I certfy that I have not gven unauthorzed ad nor have I receved ad n the completon of ths exam. Sgnature: INSTRUCTIONS
More informationGasometric Determination of NaHCO 3 in a Mixture
60 50 40 0 0 5 15 25 35 40 Temperature ( o C) 9/28/16 Gasometrc Determnaton of NaHCO 3 n a Mxture apor Pressure (mm Hg) apor Pressure of Water 1 NaHCO 3 (s) + H + (aq) Na + (aq) + H 2 O (l) + CO 2 (g)
More informationA Mechanics-Based Approach for Determining Deflections of Stacked Multi-Storey Wood-Based Shear Walls
A Mechancs-Based Approach for Determnng Deflectons of Stacked Mult-Storey Wood-Based Shear Walls FPINNOVATIONS Acknowledgements Ths publcaton was developed by FPInnovatons and the Canadan Wood Councl based
More informationThe 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 informationC PLANE ELASTICITY PROBLEM FORMULATIONS
C M.. Tamn, CSMLab, UTM Corse Content: A ITRODUCTIO AD OVERVIEW mercal method and Compter-Aded Engneerng; Phscal problems; Mathematcal models; Fnte element method. B REVIEW OF -D FORMULATIOS Elements and
More informationAdvanced 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 informationDESIGN 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 informationInfluential Factors Affecting Inherent Deformation during Plate Forming by Line Heating (Report 1)
Transactons of JWRI, Vol.36 (2007), No.1 Influental Factors Affectng Inherent Deformaton durng Plate Formng by Lne Heatng (Report 1) The Effect of Plate Sze and Edge Effect VEGA Adan*, RASHED Sherf**,
More informationCHAPTER 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 informationIncrease Decrease Remain the Same (Circle one) (2 pts)
ME 270 Sample Fnal Eam PROBLEM 1 (25 ponts) Prob. 1 questons are all or nothng. PROBLEM 1A. (5 ponts) FIND: A 2000 N crate (D) s suspended usng ropes AB and AC and s n statc equlbrum. If θ = 53.13, determne
More informationModal Strain Energy Decomposition Method for Damage Detection of an Offshore Structure Using Modal Testing Information
Thrd Chnese-German Jont Symposum on Coastal and Ocean Engneerng Natonal Cheng Kung Unversty, Tanan November 8-16, 2006 Modal Stran Energy Decomposton Method for Damage Detecton of an Offshore Structure
More informationMTH 263 Practice Test #1 Spring 1999
Pat Ross MTH 6 Practce Test # Sprng 999 Name. Fnd the area of the regon bounded by the graph r =acos (θ). Observe: Ths s a crcle of radus a, for r =acos (θ) r =a ³ x r r =ax x + y =ax x ax + y =0 x ax
More informationPrinciple of virtual work
Ths prncple s the most general prncple n mechancs 2.9.217 Prncple of vrtual work There s Equvalence between the Prncple of Vrtual Work and the Equlbrum Equaton You must know ths from statc course and dynamcs
More informationDescription of the Force Method Procedure. Indeterminate Analysis Force Method 1. Force Method con t. Force Method con t
Indeternate Analyss Force Method The force (flexblty) ethod expresses the relatonshps between dsplaceents and forces that exst n a structure. Prary objectve of the force ethod s to deterne the chosen set
More informationEEE 241: Linear Systems
EEE : Lnear Systems Summary #: Backpropagaton BACKPROPAGATION The perceptron rule as well as the Wdrow Hoff learnng were desgned to tran sngle layer networks. They suffer from the same dsadvantage: they
More informationApproximate Method For Probabilistic Presentation Of The Cross-Sectional Properties Of Shipbuilding Structural Profiles And Hull Girder
Summary ABS TECHNICAL PAPERS 2007 10th Internatonal Symposum on Practcal Desgn of Shps and Other Floatng Structures Houston, Texas, Unted States of Amerca 2007 Amercan Bureau of Shppng Approxmate Method
More informationApplication of spectral tuning on the dynamic model of the reactor VVER 1000 support cylinder
Appled and Computatonal Mechancs 1 (007) 193-0 Applcaton of spectral tunng on the dynamc model of the reactor VVER 1000 support cylnder A. Musl a, *, Z. Hlaáč a a Faculty of Appled Scences, UWB n Plsen,
More informationDETERMINATION 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 informationUncertainty in measurements of power and energy on power networks
Uncertanty n measurements of power and energy on power networks E. Manov, N. Kolev Department of Measurement and Instrumentaton, Techncal Unversty Sofa, bul. Klment Ohrdsk No8, bl., 000 Sofa, Bulgara Tel./fax:
More information9.2 Seismic Loads Using ASCE Standard 7-93
CHAPER 9: Wnd and Sesmc Loads on Buldngs 9.2 Sesmc Loads Usng ASCE Standard 7-93 Descrpton A major porton of the Unted States s beleved to be subject to sesmc actvty suffcent to cause sgnfcant structural
More informationPreliminary Design of Moment-Resisting Frames
Prelmnary Desgn of Moment-Resstng Frames Preprnt Aamer Haque Abstract A smple method s developed for prelmnary desgn of moment-resstng frames. Preprnt submtted to Elsever August 27, 2017 1. Introducton
More informationForward and Inverse Analyses of Smart Compliant Mechanisms for Path Generation
3 th Natonal Conference on Mechansms and Machnes (NaCoMM7) IISc, Banglore, Inda, December -3, 7 Forward and Inverse Analyses of Smart Complant Mechansms for ath Generaton Abstract A. Banerjee, B. Bhattacharya,
More informationMODELLING OF ELASTO-STATICS OF POWER LINES BY NEW COMPOSITE BEAM FINITE ELEMENT Bratislava
ODING OF ASTO-STATICS OF POW INS BY NW COPOSIT BA FINIT NT urín Justín 1 rabovský Jura 1 Gogola oman 1 utš Vladmír 1 Paulech Jura 1 1 Insttute of Automotve echatroncs FI STU n Bratslava Ilkovčova 3 812
More informationEEL 6266 Power System Operation and Control. Chapter 3 Economic Dispatch Using Dynamic Programming
EEL 6266 Power System Operaton and Control Chapter 3 Economc Dspatch Usng Dynamc Programmng Pecewse Lnear Cost Functons Common practce many utltes prefer to represent ther generator cost functons as sngle-
More informationKinematics 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 informationReview: Fit a line to N data points
Revew: Ft a lne to data ponts Correlated parameters: L y = a x + b Orthogonal parameters: J y = a (x ˆ x + b For ntercept b, set a=0 and fnd b by optmal average: ˆ b = y, Var[ b ˆ ] = For slope a, set
More informationThe 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 informationApplication to Plane (rigid) frame structure
Advanced Computatonal echancs 18 Chapter 4 Applcaton to Plane rgd frame structure 1. Dscusson on degrees of freedom In case of truss structures, t was enough that the element force equaton provdes onl
More informationGeneralized form of reflection coefficients in terms of impedance matrices of qp-qp and qp-qs waves in TI media
Generalzed form of reflecton coeffcents n terms of mpedance matrces of q-q and q-q waves n TI meda Feng Zhang and Xangyang L CNC Geophyscal KeyLab, Chna Unversty of etroleum, Bejng, Chna ummary Reflecton
More informationSPANC -- SPlitpole ANalysis Code User Manual
Functonal Descrpton of Code SPANC -- SPltpole ANalyss Code User Manual Author: Dale Vsser Date: 14 January 00 Spanc s a code created by Dale Vsser for easer calbratons of poston spectra from magnetc spectrometer
More information