Engine-Gasket HPC trial and Suspension NVH analysis using Linear_Perturbation ANSYS Japan Mechanical BU Toru Hiyake

Size: px
Start display at page:

Download "Engine-Gasket HPC trial and Suspension NVH analysis using Linear_Perturbation ANSYS Japan Mechanical BU Toru Hiyake"

Transcription

1 Engine-Gasket HPC trial and Suspension NVH analysis using Linear_Perturbation ANSYS Japan Mechanical BU Toru Hiyake

2 Agenda Topic 1 : Engine-Gasket Nonlinear Analysis Legacy Data Import Gasket modeling Bolt Pretension modeling HPC Performance Topic 2 : Leaf-Spring Suspension Dynamic Analysis Tire Model Leaf Spring Model Suspension Assy Model Linear Perturbation

3 Topic 1 : Engine-Gasket Nonlinear Analysis

4 < Topic 1 : Engine-Gasket Nonlinear Analysis > Legacy Data Import Data Import in Mechanical using WB tool(external Model) Legacy FE Data (.cdb file) Engine Block(1) ANSYS Mechanical Cylinder Head(x2) Gasket(x2) Bolt(X16)

5 < Topic 1 : Engine-Gasket Nonlinear Analysis > Legacy Data Import Engine Block(1) + Cylinder Head(x2) + Gasket(x2) + Bolt(x16) Elements : 2,017,780 Nodes : 3,379,929 Total DOF : 10,130,299

6 < Topic 1 : Engine-Gasket Nonlinear Analysis > Gasket Modeling : Element Setting ANSYS Gasket Elements Inter Change Element Type From Solid185 to Inter195 Gasket Solid185 is one order structural element(original element in.cdb file) Inter195 is one order gasket element Using Command Object Gasket Mesh Solid185 element Inter195 element Command Object

7 < Topic 1 : Engine-Gasket Nonlinear Analysis > Gasket Modeling : Material Setting Gasket Material The gasket material is usually under compression and is highly nonlinear. The material also exhibits quite complicated unloading behavior when compression is released. WB Engineering Data ANSYS support Gasket material Gasket material in WB Engineering Data

8 < Topic 1 : Engine-Gasket Nonlinear Analysis > Boundary Conditions : Bolt Model This boundary condition applies a pretension load to a cylindrical face, to bodies, typically to model a bolt under pretension. Easy Bolt modeling In Mechanical, user can set this boundary condition easily. Pattern copy using object generator Bolt Pretension Setting in Mechanical

9 < Topic 1 : Engine-Gasket Nonlinear Analysis > Boundary Conditions : Constraints Direct Node Selection for displacement s constraint. Boundary Condition Setting in Mechanical

10 < Topic 1 : Engine-Gasket Nonlinear Analysis > Solver Setting Analysis Type Non-Linear Statics Solver Type Sparse Direct Solver PCG Iterative Solver Analysis Type Solver Type HPC Setting HPC Setting Parallel Type SMP(Shared Memory Parallel) Solver Type Parallel Type Cores DMP(Distribute Memory Parallel) Sparse SMP Number of Cores 2,4,8,12 PCG DMP SMP DMP 2,4,8,12 Setting Combination

11 < Topic 1 : Engine-Gasket Nonlinear Analysis > Hardware Information DELL T5610 Type A1 & A2 & A3 DELL T7600 Type B CPU Memory HD Drive OS Type A1 8 Core x 2(16 Core), 2.6GHz 64GB, 1866MHz 3TB, 7200RPM Win7 Type A2 8 Core x2(16 Core), 2.6GHz 64GB, 1866MHz 256GB, SSD Win7 Type A3 8 Core x2(16 Core), 2.6GHz 64GB, 1866MHz 420GB, Fusion-io Win7 Type B 6 Core x 2(12 Core), 2.3GHz 256GB, 1600MHz 2TB, 7200RPM Win8

12 < Topic 1 : Engine-Gasket Nonlinear Analysis > Analysis Requirements Sparse Direct Solver Information 100G Byte!! H/W Solver Type Memory Mode.LN09 Type A Direct Optimal Out-of-Core 95GByte PCG In-Core - Type B Direct In-Core - PCG In-Core - Nonlinear EQUILIBRIUM ITERATION Total Number : 8 Number of Iteration

13 < Topic 1 : Engine-Gasket Nonlinear Analysis > Results Mises Stress Gasket Disp.

14 < Topic 1 : Engine-Gasket Nonlinear Analysis > Results : Hardware v.s. Solver Hardware Solver Number of Cores : HD, SSD, Fusion-io, Large_MEM : Direct_SMP, Direct_PCG, PCG_SMP, PCG_DMP : 2(Default) Time (hour) Direct_SMP Direct_DMP PCG_SMP PCG_DMP HD SSD Fusion-io Large_MEM

15 < Topic 1 : Engine-Gasket Nonlinear Analysis > Results : Parallel v.s. Solver Hardware Solver : SSD Number of Cores : 2, 4, 8, 12 : Direct_SMP, Direct_PCG, PCG_SMP, PCG_DMP Time (hour) Cores 4 Cores 8 Cores 12 Cores Direct_SMP Direct_DMP PCG_SMP PCG_DMP

16 Topic 2 : Leaf-Spring Suspension Dynamic Analysis

17 < Topic 2 : Leaf-Spring Suspension Dynamic Analysis > Process Flowchart Workbench Schematic Nonlinear Statics Eigen Value Frequency Response Linear Perturbation

18 < Topic 2 : Leaf-Spring Suspension Dynamic Analysis > Tire Modeling Modeling Keyword Hyper Elastic Material Reinforce Elements Hydrostatic Fluid Pressure Contact Section Tire & Wheel Tire model for NVH Analysis Foot Print Deformation

19 < Topic 2 : Leaf-Spring Suspension Dynamic Analysis > Leaf Spring Modeling Modeling Keyword Large Deformation Contact Bushing Plate Contact Front Bush Rear Bush x 2 Deformation(Animation)

20 < Topic 2 : Leaf-Spring Suspension Dynamic Analysis > Suspension Modeling Boundary Conditions Tire Inner Pressure 0.2MPa Contact between Tire and Ground Penalty Method Friction : 0.2 Contact between Plates Augmented Lagrange Method Friction : 0.2 Enforced Displacement Ground Area Z direction : +40mm Displacement

21 < Topic 2 : Leaf-Spring Suspension Dynamic Analysis > Suspension Analysis Non linear Statics Elapsed Time : 506(s) Non_Linear Iterations Displacement Equivalent Elastic Strain(Animation) Equivalent Stress

22 < Topic 2 : Leaf-Spring Suspension Dynamic Analysis > Suspension Analysis Eigen Value Analysis after Static Analysis Linear Perturbation Process Initial Stress Last deformation & Stiffness Mode 2 : 16Hz(Animation) Mode 4 : 20Hz(Animation)

23 < Topic 2 : Leaf-Spring Suspension Dynamic Analysis > Suspension Analysis Frequency Response Analysis after Eigenvalue Analysis Modal FRF Creation Input Point (Under Leaf +Z) Frequency Response Function Output Point (Leaf Tip +Y)

24 Conclusion ANSYS HPC performance ANSYS s solver performance is continuing to be improved. SMP/DMP Direct/Iterative HPC ANSYS Non_Linear Staics & Dynamics Analysis ANSYS has many nonlinear technology. Gasket Rubber Contact Reinforce Hydrostatic Fluid Etc Statics & Dynamics combination analysis(linear perturbation) is very easy using WB.

CAEFEM v9.5 Information

CAEFEM v9.5 Information CAEFEM v9.5 Information Concurrent Analysis Corporation, 50 Via Ricardo, Thousand Oaks, CA 91320 USA Tel. (805) 375 1060, Fax (805) 375 1061 email: info@caefem.com or support@caefem.com Web: http://www.caefem.com

More information

Finite Element Analysis Lecture 1. Dr./ Ahmed Nagib

Finite Element Analysis Lecture 1. Dr./ Ahmed Nagib Finite Element Analysis Lecture 1 Dr./ Ahmed Nagib April 30, 2016 Research and Development Mathematical Model Mathematical Model Mathematical Model Finite Element Analysis The linear equation of motion

More information

Brake Squeal Analysis ANSYS, Inc. November 23, 2014

Brake Squeal Analysis ANSYS, Inc. November 23, 2014 Brake Squeal Analysis 1 Introduction Brake squeal has been under investigation by the automotive industry for decades due to consistent customer complaints and high warranty costs. Although the real mechanism

More information

Leaf Spring (Material, Contact, geometric nonlinearity)

Leaf Spring (Material, Contact, geometric nonlinearity) 00 Summary Summary Nonlinear Static Analysis - Unit: N, mm - Geometric model: Leaf Spring.x_t Leaf Spring (Material, Contact, geometric nonlinearity) Nonlinear Material configuration - Stress - Strain

More information

Sparse solver 64 bit and out-of-core addition

Sparse solver 64 bit and out-of-core addition Sparse solver 64 bit and out-of-core addition Prepared By: Richard Link Brian Yuen Martec Limited 1888 Brunswick Street, Suite 400 Halifax, Nova Scotia B3J 3J8 PWGSC Contract Number: W7707-145679 Contract

More information

Advantages, Limitations and Error Estimation of Mixed Solid Axisymmetric Modeling

Advantages, Limitations and Error Estimation of Mixed Solid Axisymmetric Modeling Advantages, Limitations and Error Estimation of Mixed Solid Axisymmetric Modeling Sudeep Bosu TATA Consultancy Services Baskaran Sundaram TATA Consultancy Services, 185 Lloyds Road,Chennai-600086,INDIA

More information

Nonlinear analysis in ADINA Structures

Nonlinear analysis in ADINA Structures Nonlinear analysis in ADINA Structures Theodore Sussman, Ph.D. ADINA R&D, Inc, 2016 1 Topics presented Types of nonlinearities Materially nonlinear only Geometrically nonlinear analysis Deformation-dependent

More information

Chapter 5. Vibration Analysis. Workbench - Mechanical Introduction ANSYS, Inc. Proprietary 2009 ANSYS, Inc. All rights reserved.

Chapter 5. Vibration Analysis. Workbench - Mechanical Introduction ANSYS, Inc. Proprietary 2009 ANSYS, Inc. All rights reserved. Workbench - Mechanical Introduction 12.0 Chapter 5 Vibration Analysis 5-1 Chapter Overview In this chapter, performing free vibration analyses in Simulation will be covered. In Simulation, performing a

More information

Recent Progress of Parallel SAMCEF with MUMPS MUMPS User Group Meeting 2013

Recent Progress of Parallel SAMCEF with MUMPS MUMPS User Group Meeting 2013 Recent Progress of Parallel SAMCEF with User Group Meeting 213 Jean-Pierre Delsemme Product Development Manager Summary SAMCEF, a brief history Co-simulation, a good candidate for parallel processing MAAXIMUS,

More information

Matrix Assembly in FEA

Matrix Assembly in FEA Matrix Assembly in FEA 1 In Chapter 2, we spoke about how the global matrix equations are assembled in the finite element method. We now want to revisit that discussion and add some details. For example,

More information

Analysis of Planar Truss

Analysis of Planar Truss Analysis of Planar Truss Although the APES computer program is not a specific matrix structural code, it can none the less be used to analyze simple structures. In this example, the following statically

More information

Vibration Analysis. with SOLIDWORKS Simulation 2018 SDC. Paul M. Kurowski. Better Textbooks. Lower Prices.

Vibration Analysis. with SOLIDWORKS Simulation 2018 SDC. Paul M. Kurowski. Better Textbooks. Lower Prices. Vibration Analysis with SOLIDWORKS Simulation 2018 Paul M. Kurowski SDC PUBLICATIONS Better Textbooks. Lower Prices. www.sdcpublications.com Powered by TCPDF (www.tcpdf.org) Visit the following websites

More information

MSC Nastran N is for NonLinear as in SOL400. Shekhar Kanetkar, PhD

MSC Nastran N is for NonLinear as in SOL400. Shekhar Kanetkar, PhD MSC Nastran N is for NonLinear as in SOL400 Shekhar Kanetkar, PhD AGENDA What is SOL400? Types of Nonlinearities Contact Defining Contact Moving Rigid Bodies Friction in Contact S2S Contact CASI Solver

More information

Modal and Static Structural Analysis of Exhaust Collector Box for Compressor test facility

Modal and Static Structural Analysis of Exhaust Collector Box for Compressor test facility Modal and Static Structural Analysis of Exhaust Collector Box for Compressor test facility Shankar Gouda 1, Praveen M P 2 P G student, Department of Mechanical Engineering, EPCET, Bangalore, Karnataka,

More information

Open-Source Parallel FE Software : FrontISTR -- Performance Considerations about B/F (Byte per Flop) of SpMV on K-Supercomputer and GPU-Clusters --

Open-Source Parallel FE Software : FrontISTR -- Performance Considerations about B/F (Byte per Flop) of SpMV on K-Supercomputer and GPU-Clusters -- Parallel Processing for Energy Efficiency October 3, 2013 NTNU, Trondheim, Norway Open-Source Parallel FE Software : FrontISTR -- Performance Considerations about B/F (Byte per Flop) of SpMV on K-Supercomputer

More information

The Finite Element Method for Mechonics of Solids with ANSYS Applicotions

The Finite Element Method for Mechonics of Solids with ANSYS Applicotions The Finite Element Method for Mechonics of Solids with ANSYS Applicotions ELLIS H. DILL 0~~F~~~~"P Boca Raton London New Vork CRC Press is an imprint 01 the Taylor & Francis Group, an Informa business

More information

Basics of Finite Element Analysis. Strength of Materials, Solid Mechanics

Basics of Finite Element Analysis. Strength of Materials, Solid Mechanics Basics of Finite Element Analysis Strength of Materials, Solid Mechanics 1 Outline of Presentation Basic concepts in mathematics Analogies and applications Approximations to Actual Applications Improvisation

More information

Deploying Altair optistruct for nonlinear simulation of automobile components

Deploying Altair optistruct for nonlinear simulation of automobile components Deploying Altair optistruct for nonlinear simulation of automobile components Mr. Akshay Patil Senior Engineer (R&D, CAE) Mahindra & Mahindra Ltd. Chennai - 603 204 India Patil.akshay@mahindra.com Mr.Manohar

More information

Transient Analysis of Disk Brake By using Ansys Software

Transient Analysis of Disk Brake By using Ansys Software Transient Analysis of Disk Brake By using Ansys Software G. Babukanth & M. Vimal Teja Department of Mechanical Engineering, Nimra College of Engineering & Technology, Ibrahimpatnam, Vijayawada E-mail :

More information

MAE 323: Lecture 7. Modeling Topics: Part II. Modeling Topics Alex Grishin MAE 323 Lecture 7 FE Modeling Topics: Part 2

MAE 323: Lecture 7. Modeling Topics: Part II. Modeling Topics Alex Grishin MAE 323 Lecture 7 FE Modeling Topics: Part 2 Modeling Topics 1 Constraints 2 So far, we have seen how boundary conditions of the form u i =0, v i =0, θ i =0 may be applied to solve algebraic structural system equations. The setting of nodal DoFs

More information

Course in. Geometric nonlinearity. Nonlinear FEM. Computational Mechanics, AAU, Esbjerg

Course in. Geometric nonlinearity. Nonlinear FEM. Computational Mechanics, AAU, Esbjerg Course in Nonlinear FEM Geometric nonlinearity Nonlinear FEM Outline Lecture 1 Introduction Lecture 2 Geometric nonlinearity Lecture 3 Material nonlinearity Lecture 4 Material nonlinearity it continued

More information

Content. Department of Mathematics University of Oslo

Content. Department of Mathematics University of Oslo Chapter: 1 MEK4560 The Finite Element Method in Solid Mechanics II (January 25, 2008) (E-post:torgeiru@math.uio.no) Page 1 of 14 Content 1 Introduction to MEK4560 3 1.1 Minimum Potential energy..............................

More information

DISPENSA FEM in MSC. Nastran

DISPENSA FEM in MSC. Nastran DISPENSA FEM in MSC. Nastran preprocessing: mesh generation material definitions definition of loads and boundary conditions solving: solving the (linear) set of equations components postprocessing: visualisation

More information

Three-Dimensional Finite Element Analysis of Material Nonlinearity

Three-Dimensional Finite Element Analysis of Material Nonlinearity Page6 Three-Dimensional Finite Element Analysis of Material Nonlinearity N. Sai Kiran, Y. Devi, B. Rico, V. Dinesh, Ch. Mohan Sumanth and P. Phani Prasanthi Department of Mechanical Engineering, P.V.P.

More information

Loading capacity of yielding connections used in steel arch roadway supports

Loading capacity of yielding connections used in steel arch roadway supports Ground Support 2013 Y. Potvin and B. Brady (eds) 2013 Australian Centre for Geomechanics, Perth, ISBN 978-0-9806154-7-0 https://papers.acg.uwa.edu.au/p/1304_31_horyl/ Loading capacity of yielding connections

More information

APVC2009. Forced Vibration Analysis of the Flexible Spinning Disk-spindle System Represented by Asymmetric Finite Element Equations

APVC2009. Forced Vibration Analysis of the Flexible Spinning Disk-spindle System Represented by Asymmetric Finite Element Equations Forced Vibration Analysis of the Flexible Spinning Disk-spindle System Represented by Asymmetric Finite Element Equations Kiyong Park, Gunhee Jang* and Chanhee Seo Department of Mechanical Engineering,

More information

Advanced Simulation of Sealings CADFEM GmbH Rainer Rauch

Advanced Simulation of Sealings CADFEM GmbH Rainer Rauch Advanced Simulation of Sealings CADFEM GmbH Rainer Rauch Recent developments in ANSYS V12 for the simulation of sealings Element technology Material models Contact Robust design and optimization -1- New

More information

Using Energy History Data to Obtain Load vs. Deflection Curves from Quasi-Static Abaqus/Explicit Analyses

Using Energy History Data to Obtain Load vs. Deflection Curves from Quasi-Static Abaqus/Explicit Analyses Using Energy History Data to Obtain Load vs. Deflection Curves from Quasi-Static Abaqus/Explicit Analyses Brian Baillargeon, Ramesh Marrey, Randy Grishaber 1, and David B. Woyak 2 1 Cordis Corporation,

More information

Vibro-acoustic Analysis for Noise Reduction of Electric Machines

Vibro-acoustic Analysis for Noise Reduction of Electric Machines Vibro-acoustic Analysis for Noise Reduction of Electric Machines From Flux to OptiStruct Example : Synchronous Machine Flux 2D coupling to OptiStruct Patrick LOMBARD Application Team Manager Patrick.Lombard@cedrat.com

More information

CHAPTER 4 DESIGN AND ANALYSIS OF CANTILEVER BEAM ELECTROSTATIC ACTUATORS

CHAPTER 4 DESIGN AND ANALYSIS OF CANTILEVER BEAM ELECTROSTATIC ACTUATORS 61 CHAPTER 4 DESIGN AND ANALYSIS OF CANTILEVER BEAM ELECTROSTATIC ACTUATORS 4.1 INTRODUCTION The analysis of cantilever beams of small dimensions taking into the effect of fringing fields is studied and

More information

3. Overview of MSC/NASTRAN

3. Overview of MSC/NASTRAN 3. Overview of MSC/NASTRAN MSC/NASTRAN is a general purpose finite element analysis program used in the field of static, dynamic, nonlinear, thermal, and optimization and is a FORTRAN program containing

More information

Theoretical Manual Theoretical background to the Strand7 finite element analysis system

Theoretical Manual Theoretical background to the Strand7 finite element analysis system Theoretical Manual Theoretical background to the Strand7 finite element analysis system Edition 1 January 2005 Strand7 Release 2.3 2004-2005 Strand7 Pty Limited All rights reserved Contents Preface Chapter

More information

ANSYS Explicit Dynamics Update. Mai Doan

ANSYS Explicit Dynamics Update. Mai Doan ANSYS Explicit Dynamics Update Mai Doan Mai.Doan@ansys.com +1 512 687 9523 1/32 ANSYS Explicit Dynamics Update Outline Introduction Solve Problems that were Difficult or Impossible in the Past Structural

More information

Acoustics Analysis of Speaker ANSYS, Inc. November 28, 2014

Acoustics Analysis of Speaker ANSYS, Inc. November 28, 2014 Acoustics Analysis of Speaker 1 Introduction ANSYS 14.0 offers many enhancements in the area of acoustics. In this presentation, an example speaker analysis will be shown to highlight some of the acoustics

More information

Example 37 - Analytical Beam

Example 37 - Analytical Beam Example 37 - Analytical Beam Summary This example deals with the use of RADIOSS linear and nonlinear solvers. A beam submitted to a concentrated load on one extremity and fixed on the other hand is studied.

More information

NONLINEAR STATIC AND MULTI-AXIAL FATIGUE ANALYSIS OF AUTOMOTIVE LOWER CONTROL ARM USING NEiNASTRAN

NONLINEAR STATIC AND MULTI-AXIAL FATIGUE ANALYSIS OF AUTOMOTIVE LOWER CONTROL ARM USING NEiNASTRAN NONLINEAR STATIC AND MULTI-AXIAL FATIGUE ANALYSIS OF AUTOMOTIVE LOWER CONTROL ARM USING NEiNASTRAN Dr. J.M. Mahishi, Director Engineering MS&M Engineering Inc, Farmington Hills, MI, USA SUMMARY The Lower

More information

The Customer Driven Development of SIMPACK s Durability Interface

The Customer Driven Development of SIMPACK s Durability Interface The Customer Driven Development of SIMPACK s 5th SIMPACK User Meeting 2003 Stefan Dietz Content Problem Current Solutions in Comparison The Solution Implemented in SIMPACK Summary and Conclusion To Do

More information

FEM-Study ILD-AHCAL. Seismic simulation. K. Gadow, M. Lemke, F. Sefkow Santander,

FEM-Study ILD-AHCAL. Seismic simulation. K. Gadow, M. Lemke, F. Sefkow Santander, FEM-Study ILD-AHCAL Seismic simulation K. Gadow, M. Lemke, F. Sefkow Santander, 3.6..2016 Overview > Reminder of earlier studies > Sub-structuring method > First results > Outlook Martin Lemke FEM-Study

More information

Static and Modal Analysis of Telescope Frame in Satellite

Static and Modal Analysis of Telescope Frame in Satellite Abstract Static and Modal Analysis of Telescope Frame in Satellite Sun Libin Department of Mechanical Engineering Tsinghua University Feng Hui School of Material Science and Engineering University of Science

More information

Can ANSYS Mechanical Handle My Required Modeling Precision?

Can ANSYS Mechanical Handle My Required Modeling Precision? Can ANSYS Mechanical Handle My Required Modeling Precision? 2/8/2017 www.telescope-optics.net Recently, PADT received the following inquiry from a scientist interested in using ANSYS for telescope application

More information

Schwarz-type methods and their application in geomechanics

Schwarz-type methods and their application in geomechanics Schwarz-type methods and their application in geomechanics R. Blaheta, O. Jakl, K. Krečmer, J. Starý Institute of Geonics AS CR, Ostrava, Czech Republic E-mail: stary@ugn.cas.cz PDEMAMIP, September 7-11,

More information

Nonlinear Buckling Prediction in ANSYS. August 2009

Nonlinear Buckling Prediction in ANSYS. August 2009 Nonlinear Buckling Prediction in ANSYS August 2009 Buckling Overview Prediction of buckling of engineering structures is a challenging problem for several reasons: A real structure contains imperfections

More information

University of Sheffield The development of finite elements for 3D structural analysis in fire

University of Sheffield The development of finite elements for 3D structural analysis in fire The development of finite elements for 3D structural analysis in fire Chaoming Yu, I. W. Burgess, Z. Huang, R. J. Plank Department of Civil and Structural Engineering StiFF 05/09/2006 3D composite structures

More information

Stresses Analysis of Petroleum Pipe Finite Element under Internal Pressure

Stresses Analysis of Petroleum Pipe Finite Element under Internal Pressure ISSN : 48-96, Vol. 6, Issue 8, ( Part -4 August 06, pp.3-38 RESEARCH ARTICLE Stresses Analysis of Petroleum Pipe Finite Element under Internal Pressure Dr.Ragbe.M.Abdusslam Eng. Khaled.S.Bagar ABSTRACT

More information

Software Verification

Software Verification EXAMPLE 1-026 FRAME MOMENT AND SHEAR HINGES EXAMPLE DESCRIPTION This example uses a horizontal cantilever beam to test the moment and shear hinges in a static nonlinear analysis. The cantilever beam has

More information

Stability of Crane s Lifting Drum with Euler Distribution Forces

Stability of Crane s Lifting Drum with Euler Distribution Forces International Journal of Mechanical Engineering and Applications 2016; 4(5): 176-181 http://www.sciencepublishinggroup.com/j/ijmea doi: 10.11648/j.ijmea.20160405.12 ISSN: 2330-023X (Print); ISSN: 2330-0248

More information

Dynamic Stress Analysis of a Bus Systems

Dynamic Stress Analysis of a Bus Systems Dynamic Stress Analysis of a Bus Systems *H. S. Kim, # Y. S. Hwang, # H. S. Yoon Commercial Vehicle Engineering & Research Center Hyundai Motor Company 772-1, Changduk, Namyang, Whasung, Kyunggi-Do, Korea

More information

Chapter 2. Formulation of Finite Element Method by Variational Principle

Chapter 2. Formulation of Finite Element Method by Variational Principle Chapter 2 Formulation of Finite Element Method by Variational Principle The Concept of Variation of FUNCTIONALS Variation Principle: Is to keep the DIFFERENCE between a REAL situation and an APPROXIMATE

More information

Chapter 5: Random Vibration. ANSYS Mechanical. Dynamics. 5-1 July ANSYS, Inc. Proprietary 2009 ANSYS, Inc. All rights reserved.

Chapter 5: Random Vibration. ANSYS Mechanical. Dynamics. 5-1 July ANSYS, Inc. Proprietary 2009 ANSYS, Inc. All rights reserved. Chapter 5: Random Vibration ANSYS Mechanical Dynamics 5-1 July 2009 Analysis Random Vibration Analysis Topics covered: Definition and purpose Overview of Workbench capabilities Procedure 5-2 July 2009

More information

Practice Final Examination. Please initial the statement below to show that you have read it

Practice Final Examination. Please initial the statement below to show that you have read it EN175: Advanced Mechanics of Solids Practice Final Examination School of Engineering Brown University NAME: General Instructions No collaboration of any kind is permitted on this examination. You may use

More information

Alvaro F. M. Azevedo A. Adão da Fonseca

Alvaro F. M. Azevedo A. Adão da Fonseca SECOND-ORDER SHAPE OPTIMIZATION OF A STEEL BRIDGE Alvaro F. M. Azevedo A. Adão da Fonseca Faculty of Engineering University of Porto Portugal 16-18 March 1999 OPTI 99 Orlando - Florida - USA 1 PROBLEM

More information

EXPERIMENTAL IDENTIFICATION OF HYPERELASTIC MATERIAL PARAMETERS FOR CALCULATIONS BY THE FINITE ELEMENT METHOD

EXPERIMENTAL IDENTIFICATION OF HYPERELASTIC MATERIAL PARAMETERS FOR CALCULATIONS BY THE FINITE ELEMENT METHOD Journal of KONES Powertrain and Transport, Vol. 7, No. EXPERIMENTAL IDENTIFICATION OF HYPERELASTIC MATERIAL PARAMETERS FOR CALCULATIONS BY THE FINITE ELEMENT METHOD Robert Czabanowski Wroclaw University

More information

Static & Dynamic. Analysis of Structures. Edward L.Wilson. University of California, Berkeley. Fourth Edition. Professor Emeritus of Civil Engineering

Static & Dynamic. Analysis of Structures. Edward L.Wilson. University of California, Berkeley. Fourth Edition. Professor Emeritus of Civil Engineering Static & Dynamic Analysis of Structures A Physical Approach With Emphasis on Earthquake Engineering Edward LWilson Professor Emeritus of Civil Engineering University of California, Berkeley Fourth Edition

More information

A NEW ANALYSIS APPROACH FOR MOTORCYCLE BRAKE SQUEAL NOISE AND ITS ADAPTATION

A NEW ANALYSIS APPROACH FOR MOTORCYCLE BRAKE SQUEAL NOISE AND ITS ADAPTATION SETC001 01 1850 A NEW ANALYSIS APPROACH FOR MOTORCYCLE BRAKE SQUEAL NOISE AND ITS ADAPTATION Hiroyuki Nakata, Kiyoshi Kobayashi, Masashi Kajita - Honda R&D Co., Ltd. - JAPAN C.H.Jerry CHUNG - MTS Systems

More information

Dynamic (Vibrational) and Static Structural Analysis of Ladder Frame

Dynamic (Vibrational) and Static Structural Analysis of Ladder Frame Dynamic (Vibrational) and Static Structural Analysis of Ladder Frame Ketan Gajanan Nalawade 1, Ashish Sabu 2, Baskar P 3 School of Mechanical and building science, VIT University, Vellore-632014, Tamil

More information

Tolerance Ring Improvement for Reducing Metal Scratch

Tolerance Ring Improvement for Reducing Metal Scratch International Journal of Scientific and Research Publications, Volume 2, Issue 11, November 2012 1 Tolerance Ring Improvement for Reducing Metal Scratch Pattaraweerin Woraratsoontorn*, Pitikhate Sooraksa**

More information

Non-linear and time-dependent material models in Mentat & MARC. Tutorial with Background and Exercises

Non-linear and time-dependent material models in Mentat & MARC. Tutorial with Background and Exercises Non-linear and time-dependent material models in Mentat & MARC Tutorial with Background and Exercises Eindhoven University of Technology Department of Mechanical Engineering Piet Schreurs July 7, 2009

More information

Lecture 6 mechanical system modeling equivalent mass gears

Lecture 6 mechanical system modeling equivalent mass gears M2794.25 Mechanical System Analysis 기계시스템해석 lecture 6,7,8 Dongjun Lee ( 이동준 ) Department of Mechanical & Aerospace Engineering Seoul National University Dongjun Lee Lecture 6 mechanical system modeling

More information

Due Date 1 (for confirmation of final grade): Monday May 10 at 11:59pm Due Date 2 (absolute latest possible submission): Friday May 14 at 5pm

Due Date 1 (for  confirmation of final grade): Monday May 10 at 11:59pm Due Date 2 (absolute latest possible submission): Friday May 14 at 5pm ! ME345 Modeling and Simulation, Spring 2010 Case Study 3 Assigned: Friday April 16! Due Date 1 (for email confirmation of final grade): Monday May 10 at 11:59pm Due Date 2 (absolute latest possible submission):

More information

Analysis of Flow Regulating Pressure Valve by using Finite Element Analysis

Analysis of Flow Regulating Pressure Valve by using Finite Element Analysis IJIRST International Journal for Innovative Research in Science & Technology Volume 3 Issue 05 October 2016 ISSN (online): 2349-6010 Analysis of Flow Regulating Pressure Valve by using Finite Element Analysis

More information

ANSYS Mechanical Basic Structural Nonlinearities

ANSYS Mechanical Basic Structural Nonlinearities Lecture 4 Rate Independent Plasticity ANSYS Mechanical Basic Structural Nonlinearities 1 Chapter Overview The following will be covered in this Chapter: A. Background Elasticity/Plasticity B. Yield Criteria

More information

F.M. with Finite Element analysis - Different calculation techniques + Numerical examples (ANSYS Apdl) 2/2

F.M. with Finite Element analysis - Different calculation techniques + Numerical examples (ANSYS Apdl) 2/2 Task 6 - Safety Review and Licensing On the Job Training on Stress Analysis F.M. with Finite Element analysis - Different calculation techniques + Numerical examples (ANSYS Apdl) 2/2 Davide Mazzini Ciro

More information

2D Liquefaction Analysis for Bridge Abutment

2D Liquefaction Analysis for Bridge Abutment D Liquefaction Analysis for Bridge Abutment Tutorial by Angel Francisco Martinez Integrated Solver Optimized for the next generation 64-bit platform Finite Element Solutions for Geotechnical Engineering

More information

Lecture 7. Pile Analysis

Lecture 7. Pile Analysis Lecture 7 14.5 Release Pile Analysis 2012 ANSYS, Inc. February 9, 2013 1 Release 14.5 Pile definition in Mechanical - There are a number of methods that can be used to analyze piled foundations in ANSYS

More information

Seismic Response Analysis of Structure Supported by Piles Subjected to Very Large Earthquake Based on 3D-FEM

Seismic Response Analysis of Structure Supported by Piles Subjected to Very Large Earthquake Based on 3D-FEM Seismic Response Analysis of Structure Supported by Piles Subjected to Very Large Earthquake Based on 3D-FEM *Hisatoshi Kashiwa 1) and Yuji Miyamoto 2) 1), 2) Dept. of Architectural Engineering Division

More information

Integration simulation method concerning speed control of ultrasonic motor

Integration simulation method concerning speed control of ultrasonic motor Integration simulation method concerning speed control of ultrasonic motor R Miyauchi 1, B Yue 2, N Matsunaga 1 and S Ishizuka 1 1 Cybernet Systems Co., Ltd. 3 Kanda-neribeicho,Chiyoda-ku, Tokyo,101-0022,Japan

More information

#SEU16. FEA in Solid Edge and FEMAP Mark Sherman

#SEU16. FEA in Solid Edge and FEMAP Mark Sherman FEA in Solid Edge and FEMAP Mark Sherman Realize innovation. FEMAP Continuous development with the same core team! Since 1985 there have been more than 35 releases of FEMAP with only one major architecture

More information

Benchmark of Femlab, Fluent and Ansys

Benchmark of Femlab, Fluent and Ansys Benchmark of Femlab, Fluent and Ansys Verdier, Olivier 2004 Link to publication Citation for published version (APA): Verdier, O. (2004). Benchmark of Femlab, Fluent and Ansys. (Preprints in Mathematical

More information

Complex strategy for a development of highly elastic couplings

Complex strategy for a development of highly elastic couplings Complex strategy for a development of highly elastic couplings Pavel Novotny 1, Ivan Kocián 2, Aleš Prokop 3, Kamil Řehák 4 1, 3, 4 Brno University of Technology, Brno, Czech Republic 2 PIVKO BRAKES, Hromádkova

More information

COUPLED USE OF FEA AND EMA FOR THE INVESTIGATION OF DYNAMIC BEHAVIOUR OF AN INJECTION PUMP

COUPLED USE OF FEA AND EMA FOR THE INVESTIGATION OF DYNAMIC BEHAVIOUR OF AN INJECTION PUMP COUPLED USE OF FEA AND EMA FOR THE INVESTIGATION OF DYNAMIC BEHAVIOUR OF AN INJECTION PUMP Yasar Deger Wolfram Lienau Peter Sandford Sulzer Markets & Sulzer Pumps Ltd Sulzer Pumps (UK) Ltd Technology Ltd

More information

Überblick von NX Nastran Multistep Nonlinear Solutions 401 und 402 Global Simcenter Portfolio Development Linz, 5.10.

Überblick von NX Nastran Multistep Nonlinear Solutions 401 und 402 Global Simcenter Portfolio Development Linz, 5.10. Überblick von NX Nastran Multistep Nonlinear Solutions 401 und 402 Martin.Kuessner@siemens.com Global Simcenter Portfolio Development Linz, 5.10.2018 Unrestricted Siemens AG 2018 Realize innovation. Simulation

More information

Application of Discrete Element Method to Study Mechanical Behaviors of Ceramic Breeder Pebble Beds. Zhiyong An, Alice Ying, and Mohamed Abdou UCLA

Application of Discrete Element Method to Study Mechanical Behaviors of Ceramic Breeder Pebble Beds. Zhiyong An, Alice Ying, and Mohamed Abdou UCLA Application of Discrete Element Method to Study Mechanical Behaviors of Ceramic Breeder Pebble Beds Zhiyong An, Alice Ying, and Mohamed Abdou UCLA Presented at CBBI-4 Petten, The Netherlands September

More information

Finite Element Analysis of Compression of Thin, High Modulus, Cylindrical Shells with Low-Modulus Core

Finite Element Analysis of Compression of Thin, High Modulus, Cylindrical Shells with Low-Modulus Core Finite Element Analysis of Compression of Thin, High Modulus, Cylindrical Shells with Low-Modulus Core Robert S. Joseph Design Engineering Analysis Corporation, McMurray, PA ABSTRACT Long, cylindrical

More information

A Demonstrative Computer Session Using ADINA- Nonlinear Analysis

A Demonstrative Computer Session Using ADINA- Nonlinear Analysis Topic 22 A Demonstrative Computer Session Using ADINA- Nonlinear Analysis Contents: Use of ADINA for elastic-plastic analysis of a plate with a hole Computer laboratory demonstration-part II Selection

More information

Experimental Modal Analysis of a Flat Plate Subjected To Vibration

Experimental Modal Analysis of a Flat Plate Subjected To Vibration American Journal of Engineering Research (AJER) 2016 American Journal of Engineering Research (AJER) e-issn: 2320-0847 p-issn : 2320-0936 Volume-5, Issue-6, pp-30-37 www.ajer.org Research Paper Open Access

More information

Static and Dynamic Analysis of mm Steel Last Stage Blade for Steam Turbine

Static and Dynamic Analysis of mm Steel Last Stage Blade for Steam Turbine Applied and Computational Mechanics 3 (2009) 133 140 Static and Dynamic Analysis of 1 220 mm Steel Last Stage Blade for Steam Turbine T. Míšek a,,z.kubín a aškoda POWER a. s., Tylova 57, 316 00 Plzeň,

More information

Stress analysis of deflection analysis flexure and obif Vertical Load orientation

Stress analysis of deflection analysis flexure and obif Vertical Load orientation Stress analysis of deflection analysis flexure and obif Vertical Load orientation Note: Do not base your design decisions solely on the data presented in this report. Use this information in conjunction

More information

Modelling and numerical simulation of the wrinkling evolution for thermo-mechanical loading cases

Modelling and numerical simulation of the wrinkling evolution for thermo-mechanical loading cases Modelling and numerical simulation of the wrinkling evolution for thermo-mechanical loading cases Georg Haasemann Conrad Kloß 1 AIMCAL Conference 2016 MOTIVATION Wrinkles in web handling system Loss of

More information

ISSN Page 66

ISSN Page 66 FATIGUE ANALYSIS OF ALLOY WHEEL UNDER DIFFERENT PRESSER AND DIFFERENT Raman Mehra Research Scholar, Department of Mechanical Engineering, OITM, Juglan, Hisar- 125001, Haryana, India raman.mehra9@gmail.com

More information

Non-Linear Finite Element Methods in Solid Mechanics Attilio Frangi, Politecnico di Milano, February 17, 2017, Lesson 5

Non-Linear Finite Element Methods in Solid Mechanics Attilio Frangi, Politecnico di Milano, February 17, 2017, Lesson 5 Non-Linear Finite Element Methods in Solid Mechanics Attilio Frangi, attilio.frangi@polimi.it Politecnico di Milano, February 17, 2017, Lesson 5 1 Politecnico di Milano, February 17, 2017, Lesson 5 2 Outline

More information

International Journal of Scientific & Engineering Research, Volume 7, Issue 4, April ISSN STRUCTURAL ANALYSIS OF DUAL BRAKE SYSTEM

International Journal of Scientific & Engineering Research, Volume 7, Issue 4, April ISSN STRUCTURAL ANALYSIS OF DUAL BRAKE SYSTEM International Journal of Scientific & Engineering Research, Volume 7, Issue 4, April-2016 71 STRUCTURAL ANALYSIS OF DUAL BRAKE SYSTEM Yuvaperiyasamy M 1, Kailasam R 2, Premkumar R 3 Vinothkumar S 4 Assistant

More information

Local Buckling Analysis of Thin-Wall Shell Structures

Local Buckling Analysis of Thin-Wall Shell Structures Delft University of Technology Master Thesis Project Local Buckling Analysis of Thin-Wall Shell Structures Version 4.0(Final) Author: Fan Ye Supervisors: Prof.Dr.Ir. J.G. Rots, Faculty CEG Dr.Ir. P.C.J.

More information

Advanced Geotechnical Simulations with OpenSees Framework

Advanced Geotechnical Simulations with OpenSees Framework Advanced Geotechnical Simulations with OpenSees Framework Boris Jeremić Department of Civil and Environmental Engineering University of California, Davis OpenSees Developer Symposium, RFS, August 26 http://sokocalo.engr.ucdavis.edu/

More information

Nonlinear Model Reduction for Rubber Components in Vehicle Engineering

Nonlinear Model Reduction for Rubber Components in Vehicle Engineering Nonlinear Model Reduction for Rubber Components in Vehicle Engineering Dr. Sabrina Herkt, Dr. Klaus Dreßler Fraunhofer Institut für Techno- und Wirtschaftsmathematik Kaiserslautern Prof. Rene Pinnau Universität

More information

Code No: RT41033 R13 Set No. 1 IV B.Tech I Semester Regular Examinations, November - 2016 FINITE ELEMENT METHODS (Common to Mechanical Engineering, Aeronautical Engineering and Automobile Engineering)

More information

Inventor 2019 lancering

Inventor 2019 lancering Inventor 2019 lancering Inventor Professional Factory Design Utility (Layout i AutoCAD og Inventor) Nesting Utility Navisworks 3ds Max Fusion 360 Vault Basic Nastran In-CAD HSM Ultimate Recap Pro Autodesk

More information

Workshop D Structural Analysis. Workbench - Mechanical Introduction 12.0 WS ANSYS, Inc. Proprietary 2009 ANSYS, Inc. All rights reserved.

Workshop D Structural Analysis. Workbench - Mechanical Introduction 12.0 WS ANSYS, Inc. Proprietary 2009 ANSYS, Inc. All rights reserved. Workbench - Mechanical Introduction 12.0 Workshop 4.2 2D Structural Analysis WS4.2-1 Workshop 4.2 - Goals Workshop 4.2 consists of a 2 part assembly representing a pressure cap and retaining flange (full

More information

Weather Research and Forecasting (WRF) Performance Benchmark and Profiling. July 2012

Weather Research and Forecasting (WRF) Performance Benchmark and Profiling. July 2012 Weather Research and Forecasting (WRF) Performance Benchmark and Profiling July 2012 Note The following research was performed under the HPC Advisory Council activities Participating vendors: Intel, Dell,

More information

EARTHQUAKE ANALYSIS with SAP2000

EARTHQUAKE ANALYSIS with SAP2000 EARTHQUAKE ANALYSIS with SAP2000 Prepared by Bob Matthews 2004 Robert Matthews Page 1 EARTHQUAKE ANALYSIS EXAMPLE The earthquake analysis capabilities of SAP2000 are demonstrated using a railroad bridge

More information

Predicting Fatigue Life with ANSYS Workbench

Predicting Fatigue Life with ANSYS Workbench Predicting Fatigue Life with ANSYS Workbench How To Design Products That Meet Their Intended Design Life Requirements Raymond L. Browell, P. E. Product Manager New Technologies ANSYS, Inc. Al Hancq Development

More information

Contents as of 12/8/2017. Preface. 1. Overview...1

Contents as of 12/8/2017. Preface. 1. Overview...1 Contents as of 12/8/2017 Preface 1. Overview...1 1.1 Introduction...1 1.2 Finite element data...1 1.3 Matrix notation...3 1.4 Matrix partitions...8 1.5 Special finite element matrix notations...9 1.6 Finite

More information

The University of Melbourne Engineering Mechanics

The University of Melbourne Engineering Mechanics The University of Melbourne 436-291 Engineering Mechanics Tutorial Four Poisson s Ratio and Axial Loading Part A (Introductory) 1. (Problem 9-22 from Hibbeler - Statics and Mechanics of Materials) A short

More information

Multi-Point Constraints

Multi-Point Constraints Multi-Point Constraints Multi-Point Constraints Multi-Point Constraints Single point constraint examples Multi-Point constraint examples linear, homogeneous linear, non-homogeneous linear, homogeneous

More information

MSC NASTRAN 2013 SOL400 Adams MNF Export: Accurate representation of Preloaded Flexible Components in Multi-body system.

MSC NASTRAN 2013 SOL400 Adams MNF Export: Accurate representation of Preloaded Flexible Components in Multi-body system. MSC NASTRAN 2013 SOL400 Adams MNF Export: Accurate representation of Preloaded Flexible Components in Multi-body system Sukhpreet Sandhu Background Adams represents deformation in flexible bodies through

More information

Adaptive Analysis of Bifurcation Points of Shell Structures

Adaptive Analysis of Bifurcation Points of Shell Structures First published in: Adaptive Analysis of Bifurcation Points of Shell Structures E. Ewert and K. Schweizerhof Institut für Mechanik, Universität Karlsruhe (TH), Kaiserstraße 12, D-76131 Karlsruhe, Germany

More information

LF Electromagnetics. Marius Rosu, PhD. Vincent Delafosse. EM Lead Product Manager. EM Senior Product Manager ANSYS, Inc.

LF Electromagnetics. Marius Rosu, PhD. Vincent Delafosse. EM Lead Product Manager. EM Senior Product Manager ANSYS, Inc. LF Electromagnetics 14.0 Updates 1 Marius Rosu, PhD EM Lead Product Manager Vincent Delafosse EM Senior Product Manager 2 R14 Highlights Simplorer Co simulation with RBD Push Back excitations for EMI/EMC

More information

D && 9.0 DYNAMIC ANALYSIS

D && 9.0 DYNAMIC ANALYSIS 9.0 DYNAMIC ANALYSIS Introduction When a structure has a loading which varies with time, it is reasonable to assume its response will also vary with time. In such cases, a dynamic analysis may have to

More information

On Nonlinear Buckling and Collapse Analysis using Riks Method

On Nonlinear Buckling and Collapse Analysis using Riks Method Visit the SIMULIA Resource Center for more customer examples. On Nonlinear Buckling and Collapse Analysis using Riks Method Mingxin Zhao, Ph.D. UOP, A Honeywell Company, 50 East Algonquin Road, Des Plaines,

More information

Performance Evaluation of Various Smoothed Finite Element Methods with Tetrahedral Elements in Large Deformation Dynamic Analysis

Performance Evaluation of Various Smoothed Finite Element Methods with Tetrahedral Elements in Large Deformation Dynamic Analysis Performance Evaluation of Various Smoothed Finite Element Methods with Tetrahedral Elements in Large Deformation Dynamic Analysis Ryoya IIDA, Yuki ONISHI, Kenji AMAYA Tokyo Institute of Technology, Japan

More information

Creating Axisymmetric Models in FEMAP

Creating Axisymmetric Models in FEMAP Creating Axisymmetric Models in FEMAP 1. Introduction NE/Nastran does not support 2-d axisymmetric elements. 3-d axisymmetric models are supported, and can be generated with a few additional steps. The

More information