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

Size: px
Start display at page:

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

Transcription

1 Contents as of 12/8/2017 Preface 1. Overview Introduction Finite element data Matrix notation Matrix partitions Special finite element matrix notations Finite element analysis sequence Layout of this book Summary and notation Polynomial interpolation Types of interpolation: Lagrange one-dimensional interpolation Natural coordinates Hermite one-dimensional interpolation Lagrangian quadrilateral elements Lagrangian triangular elements Serendipity quadrilaterals* Hierarchical interpolation Summary and notation Exercises Numerical integration One-dimensional quadratures Two- and three-dimensional quadratures Exact integrals for straight sided triangles Reduced and selected integration Summary Exercises Calculus review Parametric geometry Jacobian matrix Inverse Jacobian Parametric substitution in integrals Integration by parts Integral of point sources Axisymmetric integrals...16

2 4.8 Summary Exercises Terminology from differential equations Definitions* Boundary conditions Adjoint operator* Three classes of PDEs* Eigen-problems Model elliptic PDE Directionally dependent data Point singularities* Summary Exercises Equivalent integral forms Variational calculus*: Method of weighted residuals Common weighting methods Eigen-problem analysis Summary Exercises Matrix procedures for finite elements Introduction Equation numbers for gather and scatter Vector subscripts Partitioning the system equations Numerically equivalent process EBC by a penalty method* Multiple point constraints* Wilson's static condensation algorithm Equation factorization Skyline sparse storage Summary Exercises Applications of 1-d Lagrange elements Introduction Variable source terms Mixed boundary conditions Automating Lagrange element solutions...43

3 8.6 Numerically integrated elements Symbolic solutions Symmetry and anti-symmetry Patch test* Creating exact solutions* Summary Exercises Truss analysis Planar truss Space truss Summary Exercises Applications of 1-d Hermite elements Introduction General case fourth-order beam equation Integral form Element arrays C1 element models Classic beams Structural symmetry The Rayleigh quotient Multiple span beams BOEF without axial load BOEF with axial load BOEF with axial load and end transverse force Summary Exercises Frame analysis Planar frames Frame member reactions Enhanced frame post-processing* Space frames Numerically integrated frame members Summary Exercises Thermal and scalar field analysis Introduction General field problem...3

4 12.3 Common flux components Galerkin integral form Galerkin integral form* Orthotropic two-dimensional fields Corresponding element and boundary matrices Numerical evaluation of the Jacobian matrix Jacobian matrix for equal space dimensions Physical space > parametric space: Field flux vector at a point Evaluation of integrals with constant Jacobian Symmetry and anti-symmetry Viscous fluid flow in a channel Axisymmetric fields Summary Elasticity Introduction Linear springs Mechanical work Strain energy Material properties Simplified elasticity models* Interpolating displacement vectors Mechanical work in matrix form The strain-displacement matrix Stiffness matrix Work done by initial strains Matrix equilibrium equations Symmetry and anti-symmetry Plane stress analysis Axisymmetric stress analysis Solid stress analysis Kinetic energy Summary Exercises Eigen-analysis Introduction Finite element eigen-problems Spring-mass systems Vibrating string Torsional vibrations Beam vibrations Membrane vibration...15

5 14.8 Beam-column buckling Beam frequency with an axial load Plane-frame modes and frequencies: Modes and frequencies of 2-d continua Acoustical vibrations: Principal stresses Mohr's circle for eigenvalues* Time independent Schrödinger equation* Summary Exercises Transient and dynamic solutions Introduction to transient systems Generalized trapezoidal algorithms Accuracy and control Introduction to dynamic solutions Wilson method Summary Exercises Vector field elements (draft) Introduction Parametric coordinates Edge based (vector) finite elements Whitney vector elements Ainsworth vector elements Weak form Vector element matrices Summary Exercises Continuous flux and error estimates Introduction Optimal gradient locations Continuous nodal flux recovery Additional data arrays for flux averaging* A one-dimensional flux smoothing example Error estimates Mesh h-adaptivity* Summary Exercises...19 Appendix

6

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

Quintic beam closed form matrices (revised 2/21, 2/23/12) General elastic beam with an elastic foundation

Quintic beam closed form matrices (revised 2/21, 2/23/12) General elastic beam with an elastic foundation General elastic beam with an elastic foundation Figure 1 shows a beam-column on an elastic foundation. The beam is connected to a continuous series of foundation springs. The other end of the foundation

More information

General elastic beam with an elastic foundation

General elastic beam with an elastic foundation General elastic beam with an elastic foundation Figure 1 shows a beam-column on an elastic foundation. The beam is connected to a continuous series of foundation springs. The other end of the foundation

More information

Using MATLAB and. Abaqus. Finite Element Analysis. Introduction to. Amar Khennane. Taylor & Francis Croup. Taylor & Francis Croup,

Using MATLAB and. Abaqus. Finite Element Analysis. Introduction to. Amar Khennane. Taylor & Francis Croup. Taylor & Francis Croup, Introduction to Finite Element Analysis Using MATLAB and Abaqus Amar Khennane Taylor & Francis Croup Boca Raton London New York CRC Press is an imprint of the Taylor & Francis Croup, an informa business

More information

10. Applications of 1-D Hermite elements

10. Applications of 1-D Hermite elements 10. Applications of 1-D Hermite elements... 1 10.1 Introduction... 1 10.2 General case fourth-order beam equation... 3 10.3 Integral form... 5 10.4 Element Arrays... 7 10.5 C1 Element models... 8 10.6

More information

JEPPIAAR ENGINEERING COLLEGE

JEPPIAAR ENGINEERING COLLEGE JEPPIAAR ENGINEERING COLLEGE Jeppiaar Nagar, Rajiv Gandhi Salai 600 119 DEPARTMENT OFMECHANICAL ENGINEERING QUESTION BANK VI SEMESTER ME6603 FINITE ELEMENT ANALYSIS Regulation 013 SUBJECT YEAR /SEM: III

More information

COMPUTATIONAL ELASTICITY

COMPUTATIONAL ELASTICITY COMPUTATIONAL ELASTICITY Theory of Elasticity and Finite and Boundary Element Methods Mohammed Ameen Alpha Science International Ltd. Harrow, U.K. Contents Preface Notation vii xi PART A: THEORETICAL ELASTICITY

More information

Back Matter Index The McGraw Hill Companies, 2004

Back Matter Index The McGraw Hill Companies, 2004 INDEX A Absolute viscosity, 294 Active zone, 468 Adjoint, 452 Admissible functions, 132 Air, 294 ALGOR, 12 Amplitude, 389, 391 Amplitude ratio, 396 ANSYS, 12 Applications fluid mechanics, 293 326. See

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

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

COPYRIGHTED MATERIAL. Index

COPYRIGHTED MATERIAL. Index Index A Admissible function, 163 Amplification factor, 36 Amplitude, 1, 22 Amplitude-modulated carrier, 630 Amplitude ratio, 36 Antinodes, 612 Approximate analytical methods, 647 Assumed modes method,

More information

ME FINITE ELEMENT ANALYSIS FORMULAS

ME FINITE ELEMENT ANALYSIS FORMULAS ME 2353 - FINITE ELEMENT ANALYSIS FORMULAS UNIT I FINITE ELEMENT FORMULATION OF BOUNDARY VALUE PROBLEMS 01. Global Equation for Force Vector, {F} = [K] {u} {F} = Global Force Vector [K] = Global Stiffness

More information

Vibrations and Waves in Continuous Mechanical Systems

Vibrations and Waves in Continuous Mechanical Systems Vibrations and Waves in Continuous Mechanical Systems Peter Hagedorn TU Darmstadt, Germany Anirvan DasGupta IIT Kharagpur, India BICENTENNIAL John Wiley & Sons, Ltd Preface xi 1 Vibrations of strings and

More information

BHAR AT HID AS AN ENGIN E ERI N G C O L L E G E NATTR A MPA LL I

BHAR AT HID AS AN ENGIN E ERI N G C O L L E G E NATTR A MPA LL I BHAR AT HID AS AN ENGIN E ERI N G C O L L E G E NATTR A MPA LL I 635 8 54. Third Year M E C H A NICAL VI S E M ES TER QUE S T I ON B ANK Subject: ME 6 603 FIN I T E E LE ME N T A N A L YSIS UNI T - I INTRODUCTION

More information

2. Polynomial interpolation

2. Polynomial interpolation 2. Polynomial interpolation Contents 2. POLYNOMIAL INTERPOLATION... 1 2.1 TYPES OF INTERPOLATION... 1 2.2 LAGRANGE ONE-DIMENSIONAL INTERPOLATION... 2 2.3 NATURAL COORDINATES*... 15 2.4 HERMITE ONE-DIMENSIONAL

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

Structural Dynamics Lecture 4. Outline of Lecture 4. Multi-Degree-of-Freedom Systems. Formulation of Equations of Motions. Undamped Eigenvibrations.

Structural Dynamics Lecture 4. Outline of Lecture 4. Multi-Degree-of-Freedom Systems. Formulation of Equations of Motions. Undamped Eigenvibrations. Outline of Multi-Degree-of-Freedom Systems Formulation of Equations of Motions. Newton s 2 nd Law Applied to Free Masses. D Alembert s Principle. Basic Equations of Motion for Forced Vibrations of Linear

More information

Post Graduate Diploma in Mechanical Engineering Computational mechanics using finite element method

Post Graduate Diploma in Mechanical Engineering Computational mechanics using finite element method 9210-220 Post Graduate Diploma in Mechanical Engineering Computational mechanics using finite element method You should have the following for this examination one answer book scientific calculator No

More information

. D CR Nomenclature D 1

. D CR Nomenclature D 1 . D CR Nomenclature D 1 Appendix D: CR NOMENCLATURE D 2 The notation used by different investigators working in CR formulations has not coalesced, since the topic is in flux. This Appendix identifies the

More information

VIBRATION PROBLEMS IN ENGINEERING

VIBRATION PROBLEMS IN ENGINEERING VIBRATION PROBLEMS IN ENGINEERING FIFTH EDITION W. WEAVER, JR. Professor Emeritus of Structural Engineering The Late S. P. TIMOSHENKO Professor Emeritus of Engineering Mechanics The Late D. H. YOUNG Professor

More information

Table of Contents. Preface...xvii. Part 1. Level

Table of Contents. Preface...xvii. Part 1. Level Preface...xvii Part 1. Level 1... 1 Chapter 1. The Basics of Linear Elastic Behavior... 3 1.1. Cohesion forces... 4 1.2. The notion of stress... 6 1.2.1. Definition... 6 1.2.2. Graphical representation...

More information

Introduction. Finite and Spectral Element Methods Using MATLAB. Second Edition. C. Pozrikidis. University of Massachusetts Amherst, USA

Introduction. Finite and Spectral Element Methods Using MATLAB. Second Edition. C. Pozrikidis. University of Massachusetts Amherst, USA Introduction to Finite and Spectral Element Methods Using MATLAB Second Edition C. Pozrikidis University of Massachusetts Amherst, USA (g) CRC Press Taylor & Francis Group Boca Raton London New York CRC

More information

Advanced Vibrations. Elements of Analytical Dynamics. By: H. Ahmadian Lecture One

Advanced Vibrations. Elements of Analytical Dynamics. By: H. Ahmadian Lecture One Advanced Vibrations Lecture One Elements of Analytical Dynamics By: H. Ahmadian ahmadian@iust.ac.ir Elements of Analytical Dynamics Newton's laws were formulated for a single particle Can be extended to

More information

DHANALAKSHMI COLLEGE OF ENGINEERING, CHENNAI DEPARTMENT OF MECHANICAL ENGINEERING ME 6603 FINITE ELEMENT ANALYSIS PART A (2 MARKS)

DHANALAKSHMI COLLEGE OF ENGINEERING, CHENNAI DEPARTMENT OF MECHANICAL ENGINEERING ME 6603 FINITE ELEMENT ANALYSIS PART A (2 MARKS) DHANALAKSHMI COLLEGE OF ENGINEERING, CHENNAI DEPARTMENT OF MECHANICAL ENGINEERING ME 6603 FINITE ELEMENT ANALYSIS UNIT I : FINITE ELEMENT FORMULATION OF BOUNDARY VALUE PART A (2 MARKS) 1. Write the types

More information

University of Illinois at Urbana-Champaign College of Engineering

University of Illinois at Urbana-Champaign College of Engineering University of Illinois at Urbana-Champaign College of Engineering CEE 570 Finite Element Methods (in Solid and Structural Mechanics) Spring Semester 03 Quiz # April 8, 03 Name: SOUTION ID#: PS.: A the

More information

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

ME 1401 FINITE ELEMENT ANALYSIS UNIT I PART -A. 2. Why polynomial type of interpolation functions is mostly used in FEM?

ME 1401 FINITE ELEMENT ANALYSIS UNIT I PART -A. 2. Why polynomial type of interpolation functions is mostly used in FEM? SHRI ANGALAMMAN COLLEGE OF ENGINEERING AND TECHNOLOGY (An ISO 9001:2008 Certified Institution) SIRUGANOOR, TIRUCHIRAPPALLI 621 105 Department of Mechanical Engineering ME 1401 FINITE ELEMENT ANALYSIS 1.

More information

An Introduction to the Finite Element Method

An Introduction to the Finite Element Method An Introduction to the Finite Element Method Third Edition J. N. REDDY Department 01 Mechanical Engineering Texas A&M University College Station, Texas, USA 77843 11 Boston Burr Ridge, IL Dubuque, IA Madison,

More information

3. Numerical integration

3. Numerical integration 3. Numerical integration... 3. One-dimensional quadratures... 3. Two- and three-dimensional quadratures... 3.3 Exact Integrals for Straight Sided Triangles... 5 3.4 Reduced and Selected Integration...

More information

Numerical Analysis of Electromagnetic Fields

Numerical Analysis of Electromagnetic Fields Pei-bai Zhou Numerical Analysis of Electromagnetic Fields With 157 Figures Springer-Verlag Berlin Heidelberg New York London Paris Tokyo Hong Kong Barcelona Budapest Contents Part 1 Universal Concepts

More information

Table of Contents. Preface... 13

Table of Contents. Preface... 13 Table of Contents Preface... 13 Chapter 1. Vibrations of Continuous Elastic Solid Media... 17 1.1. Objective of the chapter... 17 1.2. Equations of motion and boundary conditions of continuous media...

More information

STATICS Chapter 1 Introductory Concepts

STATICS Chapter 1 Introductory Concepts Contents Preface to Adapted Edition... (v) Preface to Third Edition... (vii) List of Symbols and Abbreviations... (xi) PART - I STATICS Chapter 1 Introductory Concepts 1-1 Scope of Mechanics... 1 1-2 Preview

More information

12. Thermal and scalar field analysis

12. Thermal and scalar field analysis 2. THERMAL AND SCALAR FIELD ANALYSIS... 2. INTRODUCTION... 2.2 GENERAL FIELD PROBLEM... 2 2.3 COMMON FLUX COMPONENTS... 5 2. GALERKIN INTEGRAL FORM... 6 2.5 GALERKIN INTEGRAL FORM*... 7 2.6 ORTHOTROPIC

More information

Esben Byskov. Elementary Continuum. Mechanics for Everyone. With Applications to Structural Mechanics. Springer

Esben Byskov. Elementary Continuum. Mechanics for Everyone. With Applications to Structural Mechanics. Springer Esben Byskov Elementary Continuum Mechanics for Everyone With Applications to Structural Mechanics Springer Contents Preface v Contents ix Introduction What Is Continuum Mechanics? "I Need Continuum Mechanics

More information

Prepared by M. GUNASHANKAR AP/MECH DEPARTMENT OF MECHANICAL ENGINEERING

Prepared by M. GUNASHANKAR AP/MECH DEPARTMENT OF MECHANICAL ENGINEERING CHETTINAD COLLEGE OF ENGINEERING AND TECHNOLOGY-KARUR FINITE ELEMENT ANALYSIS 2 MARKS QUESTIONS WITH ANSWER Prepared by M. GUNASHANKAR AP/MECH DEPARTMENT OF MECHANICAL ENGINEERING FINITE ELEMENT ANALYSIS

More information

FINAL EXAMINATION. (CE130-2 Mechanics of Materials)

FINAL EXAMINATION. (CE130-2 Mechanics of Materials) UNIVERSITY OF CLIFORNI, ERKELEY FLL SEMESTER 001 FINL EXMINTION (CE130- Mechanics of Materials) Problem 1: (15 points) pinned -bar structure is shown in Figure 1. There is an external force, W = 5000N,

More information

Partial Differential Equations and the Finite Element Method

Partial Differential Equations and the Finite Element Method Partial Differential Equations and the Finite Element Method Pavel Solin The University of Texas at El Paso Academy of Sciences ofthe Czech Republic iwiley- INTERSCIENCE A JOHN WILEY & SONS, INC, PUBLICATION

More information

Index. C 2 ( ), 447 C k [a,b], 37 C0 ( ), 618 ( ), 447 CD 2 CN 2

Index. C 2 ( ), 447 C k [a,b], 37 C0 ( ), 618 ( ), 447 CD 2 CN 2 Index advection equation, 29 in three dimensions, 446 advection-diffusion equation, 31 aluminum, 200 angle between two vectors, 58 area integral, 439 automatic step control, 119 back substitution, 604

More information

GEOMETRIC NONLINEAR ANALYSIS

GEOMETRIC NONLINEAR ANALYSIS GEOMETRIC NONLINEAR ANALYSIS The approach for solving problems with geometric nonlinearity is presented. The ESAComp solution relies on Elmer open-source computational tool [1] for multiphysics problems.

More information

The Finite Element Method for Solid and Structural Mechanics

The Finite Element Method for Solid and Structural Mechanics The Finite Element Method for Solid and Structural Mechanics Sixth edition O.C. Zienkiewicz, CBE, FRS UNESCO Professor of Numerical Methods in Engineering International Centre for Numerical Methods in

More information

8/1/2009. CAE 7962 Presentation

8/1/2009. CAE 7962 Presentation CAE 7962 Presentation Gavin Patey Dameion Moores Aaron Henstridge Ashley Burke Brendan Harvey Fabio Faragalli Introduction Choosing mesh properties Explanation of the types of studies available and the

More information

Chapter 2: Rigid Bar Supported by Two Buckled Struts under Axial, Harmonic, Displacement Excitation..14

Chapter 2: Rigid Bar Supported by Two Buckled Struts under Axial, Harmonic, Displacement Excitation..14 Table of Contents Chapter 1: Research Objectives and Literature Review..1 1.1 Introduction...1 1.2 Literature Review......3 1.2.1 Describing Vibration......3 1.2.2 Vibration Isolation.....6 1.2.2.1 Overview.

More information

Institute of Structural Engineering Page 1. Method of Finite Elements I. Chapter 2. The Direct Stiffness Method. Method of Finite Elements I

Institute of Structural Engineering Page 1. Method of Finite Elements I. Chapter 2. The Direct Stiffness Method. Method of Finite Elements I Institute of Structural Engineering Page 1 Chapter 2 The Direct Stiffness Method Institute of Structural Engineering Page 2 Direct Stiffness Method (DSM) Computational method for structural analysis Matrix

More information

Finite Element Method-Part II Isoparametric FE Formulation and some numerical examples Lecture 29 Smart and Micro Systems

Finite Element Method-Part II Isoparametric FE Formulation and some numerical examples Lecture 29 Smart and Micro Systems Finite Element Method-Part II Isoparametric FE Formulation and some numerical examples Lecture 29 Smart and Micro Systems Introduction Till now we dealt only with finite elements having straight edges.

More information

Advanced Vibrations. Distributed-Parameter Systems: Approximate Methods Lecture 20. By: H. Ahmadian

Advanced Vibrations. Distributed-Parameter Systems: Approximate Methods Lecture 20. By: H. Ahmadian Advanced Vibrations Distributed-Parameter Systems: Approximate Methods Lecture 20 By: H. Ahmadian ahmadian@iust.ac.ir Distributed-Parameter Systems: Approximate Methods Rayleigh's Principle The Rayleigh-Ritz

More information

Thermal Analysis. with SolidWorks Simulation 2013 SDC. Paul M. Kurowski. Better Textbooks. Lower Prices.

Thermal Analysis. with SolidWorks Simulation 2013 SDC. Paul M. Kurowski. Better Textbooks. Lower Prices. Thermal Analysis with SolidWorks Simulation 2013 Paul M. Kurowski SDC PUBLICATIONS Schroff Development Corporation Better Textbooks. Lower Prices. www.sdcpublications.com Visit the following websites to

More information

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown.

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown. D : SOLID MECHANICS Q. 1 Q. 9 carry one mark each. Q.1 Find the force (in kn) in the member BH of the truss shown. Q.2 Consider the forces of magnitude F acting on the sides of the regular hexagon having

More information

MEI solutions to exercise 4 1

MEI solutions to exercise 4 1 MEI-55 solutions to exercise Problem Solve the stationary two-dimensional heat transfer problem shown in the figure below by using linear elements Use symmetry to reduce the problem size The material is

More information

Lecture Notes, Finite Element Analysis, J.E. Akin, Rice University

Lecture Notes, Finite Element Analysis, J.E. Akin, Rice University 3. Elasticity... 3. Introduction... 3.2 Linear springs... 4 3.3 Mechanical Work... 6 3.5 Strain energy... 9 3.6 Material properties... 3.7 Simplified elasticity models*... 2 3.8 Interpolating displacement

More information

Methods of Analysis. Force or Flexibility Method

Methods of Analysis. Force or Flexibility Method INTRODUCTION: The structural analysis is a mathematical process by which the response of a structure to specified loads is determined. This response is measured by determining the internal forces or stresses

More information

METHODS OF ENGINEERING MATHEMATICS

METHODS OF ENGINEERING MATHEMATICS METHODS OF ENGINEERING MATHEMATICS Edward J. Hang Kyung K. Choi Department of Mechanical Engineering College of Engineering The University of Iowa Iowa City, Iowa 52242 METHODS OF ENGINEERING MATHEMATICS

More information

Laminated Composite Plates and Shells

Laminated Composite Plates and Shells Jianqiao Ye Laminated Composite Plates and Shells 3D Modelling With 62 Figures Springer Table of Contents 1. Introduction to Composite Materials 1 1.1 Introduction 1 1.2 Classification of Composite Materials

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

INDEX 363. Cartesian coordinates 19,20,42, 67, 83 Cartesian tensors 84, 87, 226

INDEX 363. Cartesian coordinates 19,20,42, 67, 83 Cartesian tensors 84, 87, 226 INDEX 363 A Absolute differentiation 120 Absolute scalar field 43 Absolute tensor 45,46,47,48 Acceleration 121, 190, 192 Action integral 198 Addition of systems 6, 51 Addition of tensors 6, 51 Adherence

More information

Structural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian

Structural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian Structural Dynamics Lecture Eleven: Dynamic Response of MDOF Systems: (Chapter 11) By: H. Ahmadian ahmadian@iust.ac.ir Dynamic Response of MDOF Systems: Mode-Superposition Method Mode-Superposition Method:

More information

MECh300H Introduction to Finite Element Methods. Finite Element Analysis (F.E.A.) of 1-D Problems

MECh300H Introduction to Finite Element Methods. Finite Element Analysis (F.E.A.) of 1-D Problems MECh300H Introduction to Finite Element Methods Finite Element Analysis (F.E.A.) of -D Problems Historical Background Hrenikoff, 94 frame work method Courant, 943 piecewise polynomial interpolation Turner,

More information

Interpolation Functions for General Element Formulation

Interpolation Functions for General Element Formulation CHPTER 6 Interpolation Functions 6.1 INTRODUCTION The structural elements introduced in the previous chapters were formulated on the basis of known principles from elementary strength of materials theory.

More information

Fractional Spectral and Spectral Element Methods

Fractional Spectral and Spectral Element Methods Fractional Calculus, Probability and Non-local Operators: Applications and Recent Developments Nov. 6th - 8th 2013, BCAM, Bilbao, Spain Fractional Spectral and Spectral Element Methods (Based on PhD thesis

More information

Physical Science and Engineering. Course Information. Course Number: ME 100

Physical Science and Engineering. Course Information. Course Number: ME 100 Physical Science and Engineering Course Number: ME 100 Course Title: Course Information Basic Principles of Mechanics Academic Semester: Fall Academic Year: 2016-2017 Semester Start Date: 8/21/2016 Semester

More information

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each.

D : SOLID MECHANICS. Q. 1 Q. 9 carry one mark each. GTE 2016 Q. 1 Q. 9 carry one mark each. D : SOLID MECHNICS Q.1 single degree of freedom vibrating system has mass of 5 kg, stiffness of 500 N/m and damping coefficient of 100 N-s/m. To make the system

More information

FLEXIBILITY METHOD FOR INDETERMINATE FRAMES

FLEXIBILITY METHOD FOR INDETERMINATE FRAMES UNIT - I FLEXIBILITY METHOD FOR INDETERMINATE FRAMES 1. What is meant by indeterminate structures? Structures that do not satisfy the conditions of equilibrium are called indeterminate structure. These

More information

AE3160 Experimental Fluid and Solid Mechanics

AE3160 Experimental Fluid and Solid Mechanics AE3160 Experimental Fluid and Solid Mechanics Cantilever Beam Bending Claudio Di Leo 1 Learning Objectives 1. On Structural Mechanics: a) Mechanics of Slender Beams b) Strain Transformation Theory c) Principal

More information

Applications in Solid Mechanics

Applications in Solid Mechanics Companies, 4 CHAPTER 9 Applications in Solid 9. INTRODUCTION The bar and beam elements discussed in Chapters 4 are line elements, as only a single coordinate axis is required to define the element reference

More information

Lecture 7: The Beam Element Equations.

Lecture 7: The Beam Element Equations. 4.1 Beam Stiffness. A Beam: A long slender structural component generally subjected to transverse loading that produces significant bending effects as opposed to twisting or axial effects. MECH 40: Finite

More information

Stress analysis of a stepped bar

Stress analysis of a stepped bar Stress analysis of a stepped bar Problem Find the stresses induced in the axially loaded stepped bar shown in Figure. The bar has cross-sectional areas of A ) and A ) over the lengths l ) and l ), respectively.

More information

CIVL4332 L1 Introduction to Finite Element Method

CIVL4332 L1 Introduction to Finite Element Method CIVL L Introduction to Finite Element Method CIVL L Introduction to Finite Element Method by Joe Gattas, Faris Albermani Introduction The FEM is a numerical technique for solving physical problems such

More information

ELASTICITY AND FRACTURE MECHANICS. Vijay G. Ukadgaonker

ELASTICITY AND FRACTURE MECHANICS. Vijay G. Ukadgaonker THEORY OF ELASTICITY AND FRACTURE MECHANICS y x Vijay G. Ukadgaonker Theory of Elasticity and Fracture Mechanics VIJAY G. UKADGAONKER Former Professor Indian Institute of Technology Bombay Delhi-110092

More information

MAE 323: Chapter 6. Structural Models

MAE 323: Chapter 6. Structural Models Common element types for structural analyis: oplane stress/strain, Axisymmetric obeam, truss,spring oplate/shell elements o3d solid ospecial: Usually used for contact or other constraints What you need

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

in this web service Cambridge University Press

in this web service Cambridge University Press CONTINUUM MECHANICS This is a modern textbook for courses in continuum mechanics. It provides both the theoretical framework and the numerical methods required to model the behavior of continuous materials.

More information

IV B.Tech. I Semester Supplementary Examinations, February/March FINITE ELEMENT METHODS (Mechanical Engineering) Time: 3 Hours Max Marks: 80

IV B.Tech. I Semester Supplementary Examinations, February/March FINITE ELEMENT METHODS (Mechanical Engineering) Time: 3 Hours Max Marks: 80 www..com www..com Code No: M0322/R07 Set No. 1 IV B.Tech. I Semester Supplementary Examinations, February/March - 2011 FINITE ELEMENT METHODS (Mechanical Engineering) Time: 3 Hours Max Marks: 80 Answer

More information

INTRODUCTION TO THE EXPLICIT FINITE ELEMENT METHOD FOR NONLINEAR TRANSIENT DYNAMICS

INTRODUCTION TO THE EXPLICIT FINITE ELEMENT METHOD FOR NONLINEAR TRANSIENT DYNAMICS INTRODUCTION TO THE EXPLICIT FINITE ELEMENT METHOD FOR NONLINEAR TRANSIENT DYNAMICS SHEN R. WU and LEI GU WILEY A JOHN WILEY & SONS, INC., PUBLICATION ! PREFACE xv PARTI FUNDAMENTALS 1 1 INTRODUCTION 3

More information

Level 7 Postgraduate Diploma in Engineering Computational mechanics using finite element method

Level 7 Postgraduate Diploma in Engineering Computational mechanics using finite element method 9210-203 Level 7 Postgraduate Diploma in Engineering Computational mechanics using finite element method You should have the following for this examination one answer book No additional data is attached

More information

Chapter 5 Structural Elements: The truss & beam elements

Chapter 5 Structural Elements: The truss & beam elements Institute of Structural Engineering Page 1 Chapter 5 Structural Elements: The truss & beam elements Institute of Structural Engineering Page 2 Chapter Goals Learn how to formulate the Finite Element Equations

More information

Course No: (1 st version: for graduate students) Course Name: Continuum Mechanics Offered by: Chyanbin Hwu

Course No: (1 st version: for graduate students) Course Name: Continuum Mechanics Offered by: Chyanbin Hwu Course No: (1 st version: for graduate students) Course Name: Continuum Mechanics Offered by: Chyanbin Hwu 2011. 11. 25 Contents: 1. Introduction 1.1 Basic Concepts of Continuum Mechanics 1.2 The Need

More information

202 Index. failure, 26 field equation, 122 force, 1

202 Index. failure, 26 field equation, 122 force, 1 Index acceleration, 12, 161 admissible function, 155 admissible stress, 32 Airy's stress function, 122, 124 d'alembert's principle, 165, 167, 177 amplitude, 171 analogy, 76 anisotropic material, 20 aperiodic

More information

Finite Element Analysis Prof. Dr. B. N. Rao Department of Civil Engineering Indian Institute of Technology, Madras. Lecture - 06

Finite Element Analysis Prof. Dr. B. N. Rao Department of Civil Engineering Indian Institute of Technology, Madras. Lecture - 06 Finite Element Analysis Prof. Dr. B. N. Rao Department of Civil Engineering Indian Institute of Technology, Madras Lecture - 06 In the last lecture, we have seen a boundary value problem, using the formal

More information

Finite Element Method in Geotechnical Engineering

Finite Element Method in Geotechnical Engineering Finite Element Method in Geotechnical Engineering Short Course on + Dynamics Boulder, Colorado January 5-8, 2004 Stein Sture Professor of Civil Engineering University of Colorado at Boulder Contents Steps

More information

Technical Specifications

Technical Specifications Technical Specifications Analysis Type Supported Static Analysis Linear static analysis Nonlinear static analysis (Nonlinear elastic or Elastoplastic analysis) Construction Stage Analysis StressSlope Sl

More information

Vibration Dynamics and Control

Vibration Dynamics and Control Giancarlo Genta Vibration Dynamics and Control Spri ringer Contents Series Preface Preface Symbols vii ix xxi Introduction 1 I Dynamics of Linear, Time Invariant, Systems 23 1 Conservative Discrete Vibrating

More information

Solution Manual A First Course in the Finite Element Method 5th Edition Logan

Solution Manual A First Course in the Finite Element Method 5th Edition Logan Solution Manual A First Course in the Finite Element Method 5th Edition Logan Instant download and all chapters Solution Manual A First Course in the Finite Element Method 5th Edition Logan https://testbandata.com/download/solution-manual-first-course-finite-elementmethod-5th-edition-logan/

More information

CRITERIA FOR SELECTION OF FEM MODELS.

CRITERIA FOR SELECTION OF FEM MODELS. CRITERIA FOR SELECTION OF FEM MODELS. Prof. P. C.Vasani,Applied Mechanics Department, L. D. College of Engineering,Ahmedabad- 380015 Ph.(079) 7486320 [R] E-mail:pcv-im@eth.net 1. Criteria for Convergence.

More information

Virtual Work and Variational Principles

Virtual Work and Variational Principles Virtual Work and Principles Mathematically, the structural analysis problem is a boundary value problem (BVP). Forces, displacements, stresses, and strains are connected and computed within the framework

More information

Lecture 15 Strain and stress in beams

Lecture 15 Strain and stress in beams Spring, 2019 ME 323 Mechanics of Materials Lecture 15 Strain and stress in beams Reading assignment: 6.1 6.2 News: Instructor: Prof. Marcial Gonzalez Last modified: 1/6/19 9:42:38 PM Beam theory (@ ME

More information

Thermal Analysis with SOLIDWORKS Simulation 2015 and Flow Simulation 2015

Thermal Analysis with SOLIDWORKS Simulation 2015 and Flow Simulation 2015 Thermal Analysis with SOLIDWORKS Simulation 2015 and Flow Simulation 2015 Paul M. Kurowski SDC PUBLICATIONS Better Textbooks. Lower Prices. www.sdcpublications.com Powered by TCPDF (www.tcpdf.org) Visit

More information

NUMERICAL COMPUTATION IN SCIENCE AND ENGINEERING

NUMERICAL COMPUTATION IN SCIENCE AND ENGINEERING NUMERICAL COMPUTATION IN SCIENCE AND ENGINEERING C. Pozrikidis University of California, San Diego New York Oxford OXFORD UNIVERSITY PRESS 1998 CONTENTS Preface ix Pseudocode Language Commands xi 1 Numerical

More information

Effect of Mass Matrix Formulation Schemes on Dynamics of Structures

Effect of Mass Matrix Formulation Schemes on Dynamics of Structures Effect of Mass Matrix Formulation Schemes on Dynamics of Structures Swapan Kumar Nandi Tata Consultancy Services GEDC, 185 LR, Chennai 600086, India Sudeep Bosu Tata Consultancy Services GEDC, 185 LR,

More information

Advanced Vibrations. Distributed-Parameter Systems: Exact Solutions (Lecture 10) By: H. Ahmadian

Advanced Vibrations. Distributed-Parameter Systems: Exact Solutions (Lecture 10) By: H. Ahmadian Advanced Vibrations Distributed-Parameter Systems: Exact Solutions (Lecture 10) By: H. Ahmadian ahmadian@iust.ac.ir Distributed-Parameter Systems: Exact Solutions Relation between Discrete and Distributed

More information

Contents. Part I Vector Analysis

Contents. Part I Vector Analysis Contents Part I Vector Analysis 1 Vectors... 3 1.1 BoundandFreeVectors... 4 1.2 Vector Operations....................................... 4 1.2.1 Multiplication by a Scalar.......................... 5 1.2.2

More information

MATERIAL PROPERTIES. Material Properties Must Be Evaluated By Laboratory or Field Tests 1.1 INTRODUCTION 1.2 ANISOTROPIC MATERIALS

MATERIAL PROPERTIES. Material Properties Must Be Evaluated By Laboratory or Field Tests 1.1 INTRODUCTION 1.2 ANISOTROPIC MATERIALS . MARIAL PROPRIS Material Properties Must Be valuated By Laboratory or Field ests. INRODUCION he fundamental equations of structural mechanics can be placed in three categories[]. First, the stress-strain

More information

PART A. CONSTITUTIVE EQUATIONS OF MATERIALS

PART A. CONSTITUTIVE EQUATIONS OF MATERIALS Preface... xix Acknowledgements... xxix PART A. CONSTITUTIVE EQUATIONS OF MATERIALS.... 1 Chapter 1. Elements of Anisotropic Elasticity and Complements on Previsional Calculations... 3 Yvon CHEVALIER 1.1.

More information

Chapter 3. Load and Stress Analysis. Lecture Slides

Chapter 3. Load and Stress Analysis. Lecture Slides Lecture Slides Chapter 3 Load and Stress Analysis 2015 by McGraw Hill Education. This is proprietary material solely for authorized instructor use. Not authorized for sale or distribution in any manner.

More information

CHAPTER 8: Thermal Analysis

CHAPTER 8: Thermal Analysis CHAPER 8: hermal Analysis hermal Analysis: calculation of temperatures in a solid body. Magnitude and direction of heat flow can also be calculated from temperature gradients in the body. Modes of heat

More information

NONLINEAR STRUCTURAL DYNAMICS USING FE METHODS

NONLINEAR STRUCTURAL DYNAMICS USING FE METHODS NONLINEAR STRUCTURAL DYNAMICS USING FE METHODS Nonlinear Structural Dynamics Using FE Methods emphasizes fundamental mechanics principles and outlines a modern approach to understanding structural dynamics.

More information

MECHANICS OF MATERIALS

MECHANICS OF MATERIALS STATICS AND MECHANICS OF MATERIALS Ferdinand P. Beer E. Russell Johnston, Jr, John T. DeWolf David E Mazurek \Cawect Mc / iur/» Craw SugomcT Hilt Introduction 1 1.1 What is Mechanics? 2 1.2 Fundamental

More information

International Journal of Advanced Engineering Technology E-ISSN

International Journal of Advanced Engineering Technology E-ISSN Research Article INTEGRATED FORCE METHOD FOR FIBER REINFORCED COMPOSITE PLATE BENDING PROBLEMS Doiphode G. S., Patodi S. C.* Address for Correspondence Assistant Professor, Applied Mechanics Department,

More information

University of Illinois at Urbana-Champaign College of Engineering

University of Illinois at Urbana-Champaign College of Engineering University of Illinois at Urbana-Champaign College of Engineering CEE 570 Finite Element Methods (in Solid and Structural Mechanics) Spring Semester 2014 Quiz #2 April 14, 2014 Name: SOLUTION ID#: PS1.:

More information

Dynamic and buckling analysis of FRP portal frames using a locking-free finite element

Dynamic and buckling analysis of FRP portal frames using a locking-free finite element Fourth International Conference on FRP Composites in Civil Engineering (CICE8) 22-24July 8, Zurich, Switzerland Dynamic and buckling analysis of FRP portal frames using a locking-free finite element F.

More information

APPLIED PARTIM DIFFERENTIAL EQUATIONS with Fourier Series and Boundary Value Problems

APPLIED PARTIM DIFFERENTIAL EQUATIONS with Fourier Series and Boundary Value Problems APPLIED PARTIM DIFFERENTIAL EQUATIONS with Fourier Series and Boundary Value Problems Fourth Edition Richard Haberman Department of Mathematics Southern Methodist University PEARSON Prentice Hall PEARSON

More information

Finite Element Analysis Prof. Dr. B. N. Rao Department of Civil Engineering Indian Institute of Technology, Madras. Module - 01 Lecture - 13

Finite Element Analysis Prof. Dr. B. N. Rao Department of Civil Engineering Indian Institute of Technology, Madras. Module - 01 Lecture - 13 Finite Element Analysis Prof. Dr. B. N. Rao Department of Civil Engineering Indian Institute of Technology, Madras (Refer Slide Time: 00:25) Module - 01 Lecture - 13 In the last class, we have seen how

More information