- Book
- p. cm.
- Preface xi Series Preface xiii Notation xv About the Code xxi PART I BASIC CONCEPTS AND SOLUTION TECHNIQUES 1 Preliminaries 3 1.1 A Simple Example of Non-linear Behaviour 3 1.2 A Review of Concepts from Linear Algebra 5 1.3 Vectors and Tensors 12 1.4 Stress and Strain Tensors 17 1.5 Elasticity 23 1.6 The PyFEM Finite Element Library 25 References 29 2 Non-linear Finite Element Analysis 31 2.1 Equilibrium and Virtual Work 31 2.2 Spatial Discretisation by Finite Elements 33 2.3 PyFEM: Shape Function Utilities 38 2.4 Incremental-iterative Analysis 41 2.5 Load versus Displacement Control 50 2.6 PyFEM: A Linear Finite Element Code with Displacement Control 53 References 62 3 Geometrically Non-linear Analysis 63 3.1 Truss Elements 64 3.2 PyFEM: The Shallow Truss Problem 76 3.3 Stress and Deformation Measures in Continua 85 3.4 Geometrically Non-linear Formulation of Continuum Elements 91 3.5 Linear Buckling Analysis 100 3.6 PyFEM: A Geometrically Non-linear Continuum Element 103 References 110 4 Solution Techniques in Quasi-static Analysis 113 4.1 Line Searches 113 4.2 Path-following or Arc-length Methods 116 4.3 PyFEM: Implementation of Riks' Arc-length Solver 124 4.4 Stability and Uniqueness in Discretised Systems 129 4.5 Load Stepping and Convergence Criteria 134 4.6 Quasi-Newton Methods 138 References 141 5 Solution Techniques for Non-linear Dynamics 143 5.1 The Semi-discrete Equations 143 5.2 Explicit Time Integration 144 5.3 PyFEM: Implementation of an Explicit Solver 149 5.4 Implicit Time Integration 152 5.5 Stability and Accuracy in the Presence of Non-linearities 156 5.6 Energy-conserving Algorithms 161 5.7 Time Step Size Control and Element Technology 164 References 165 PART II MATERIAL NON-LINEARITIES 6 Damage Mechanics 169 6.1 The Concept of Damage 169 6.2 Isotropic Elasticity-based Damage 171 6.3 PyFEM: A Plane-strain Damage Model 175 6.4 Stability, Ellipticity and Mesh Sensitivity 179 6.5 Cohesive-zone Models 185 6.6 Element Technology: Embedded Discontinuities 190 6.7 Complex Damage Models 198 6.8 Crack Models for Concrete and Other Quasi-brittle Materials 201 6.8.1 Elasticity-based Smeared Crack Models 201 6.8.2 Reinforcement and Tension Stiffening 206 6.9 Regularised Damage Models 210 References 215 7 Plasticity 219 7.1 A Simple Slip Model 219 7.2 Flow Theory of Plasticity 223 7.3 Integration of the Stress--strain Relation 239 7.4 Tangent Stiffness Operators 249 7.5 Multi-surface Plasticity 252 7.6 Soil Plasticity: Cam-clay Model 267 7.7 Coupled Damage--Plasticity Models 270 7.8 Element Technology: Volumetric Locking 271 References 277 8 Time-dependent Material Models 281 8.1 Linear Visco-elasticity 281 8.2 Creep Models 287 8.3 Visco-plasticity 289 References 303 PART III STRUCTURAL ELEMENTS 9 Beams and Arches 307 9.1 A Shallow Arch 307 9.2 PyFEM: A Kirchhoff Beam Element 317 9.3 Corotational Elements 321 9.4 A Two-dimensional Isoparametric Degenerate Continuum Beam Element 328 9.5 A Three-dimensional Isoparametric Degenerate Continuum Beam Element 333 References 341 10 Plates and Shells 343 10.1 Shallow-shell Formulations 344 10.2 An Isoparametric Degenerate Continuum Shell Element 351 10.3 Solid-like Shell Elements 356 10.4 Shell Plasticity: Ilyushin's Criterion 357 References 361 PART IV LARGE STRAINS 11 Hyperelasticity 365 11.1 More Continuum Mechanics 365 11.2 Strain Energy Functions 374 11.3 Element Technology 389 References 398 12 Large-strain Elasto-plasticity 401 12.1 Eulerian Formulations 402 12.2 Multiplicative Elasto-plasticity 407 12.3 Multiplicative Elasto-plasticity versus Rate Formulations 411 12.4 Integration of the Rate Equations 414 12.5 Exponential Return-mapping Algorithms 418 References 422 PART V ADVANCED DISCRETISATION CONCEPTS 13 Interfaces and Discontinuities 427 13.1 Interface Elements 428 13.2 Discontinuous Galerkin Methods 436 References 439 14 Meshless and Partition-of-unity Methods 441 14.1 Meshless Methods 442 14.2 Partition-of-unity Approaches 451 References 470 15 Isogeometric Finite Element Analysis 473 15.1 Basis Functions in Computer Aided Geometric Design 473 15.2 Isogeometric Finite Elements 483 15.3 PyFEM: Shape Functions for Isogeometric Analysis 487 15.4 Isogeometric Analysis in Non-linear Solid Mechanics 490 References 506 Index 509.
- (source: Nielsen Book Data)9781118375938 20160608
(source: Nielsen Book Data)9781118375938 20160608
- Preface xi Series Preface xiii Notation xv About the Code xxi PART I BASIC CONCEPTS AND SOLUTION TECHNIQUES 1 Preliminaries 3 1.1 A Simple Example of Non-linear Behaviour 3 1.2 A Review of Concepts from Linear Algebra 5 1.3 Vectors and Tensors 12 1.4 Stress and Strain Tensors 17 1.5 Elasticity 23 1.6 The PyFEM Finite Element Library 25 References 29 2 Non-linear Finite Element Analysis 31 2.1 Equilibrium and Virtual Work 31 2.2 Spatial Discretisation by Finite Elements 33 2.3 PyFEM: Shape Function Utilities 38 2.4 Incremental-iterative Analysis 41 2.5 Load versus Displacement Control 50 2.6 PyFEM: A Linear Finite Element Code with Displacement Control 53 References 62 3 Geometrically Non-linear Analysis 63 3.1 Truss Elements 64 3.2 PyFEM: The Shallow Truss Problem 76 3.3 Stress and Deformation Measures in Continua 85 3.4 Geometrically Non-linear Formulation of Continuum Elements 91 3.5 Linear Buckling Analysis 100 3.6 PyFEM: A Geometrically Non-linear Continuum Element 103 References 110 4 Solution Techniques in Quasi-static Analysis 113 4.1 Line Searches 113 4.2 Path-following or Arc-length Methods 116 4.3 PyFEM: Implementation of Riks' Arc-length Solver 124 4.4 Stability and Uniqueness in Discretised Systems 129 4.5 Load Stepping and Convergence Criteria 134 4.6 Quasi-Newton Methods 138 References 141 5 Solution Techniques for Non-linear Dynamics 143 5.1 The Semi-discrete Equations 143 5.2 Explicit Time Integration 144 5.3 PyFEM: Implementation of an Explicit Solver 149 5.4 Implicit Time Integration 152 5.5 Stability and Accuracy in the Presence of Non-linearities 156 5.6 Energy-conserving Algorithms 161 5.7 Time Step Size Control and Element Technology 164 References 165 PART II MATERIAL NON-LINEARITIES 6 Damage Mechanics 169 6.1 The Concept of Damage 169 6.2 Isotropic Elasticity-based Damage 171 6.3 PyFEM: A Plane-strain Damage Model 175 6.4 Stability, Ellipticity and Mesh Sensitivity 179 6.5 Cohesive-zone Models 185 6.6 Element Technology: Embedded Discontinuities 190 6.7 Complex Damage Models 198 6.8 Crack Models for Concrete and Other Quasi-brittle Materials 201 6.8.1 Elasticity-based Smeared Crack Models 201 6.8.2 Reinforcement and Tension Stiffening 206 6.9 Regularised Damage Models 210 References 215 7 Plasticity 219 7.1 A Simple Slip Model 219 7.2 Flow Theory of Plasticity 223 7.3 Integration of the Stress--strain Relation 239 7.4 Tangent Stiffness Operators 249 7.5 Multi-surface Plasticity 252 7.6 Soil Plasticity: Cam-clay Model 267 7.7 Coupled Damage--Plasticity Models 270 7.8 Element Technology: Volumetric Locking 271 References 277 8 Time-dependent Material Models 281 8.1 Linear Visco-elasticity 281 8.2 Creep Models 287 8.3 Visco-plasticity 289 References 303 PART III STRUCTURAL ELEMENTS 9 Beams and Arches 307 9.1 A Shallow Arch 307 9.2 PyFEM: A Kirchhoff Beam Element 317 9.3 Corotational Elements 321 9.4 A Two-dimensional Isoparametric Degenerate Continuum Beam Element 328 9.5 A Three-dimensional Isoparametric Degenerate Continuum Beam Element 333 References 341 10 Plates and Shells 343 10.1 Shallow-shell Formulations 344 10.2 An Isoparametric Degenerate Continuum Shell Element 351 10.3 Solid-like Shell Elements 356 10.4 Shell Plasticity: Ilyushin's Criterion 357 References 361 PART IV LARGE STRAINS 11 Hyperelasticity 365 11.1 More Continuum Mechanics 365 11.2 Strain Energy Functions 374 11.3 Element Technology 389 References 398 12 Large-strain Elasto-plasticity 401 12.1 Eulerian Formulations 402 12.2 Multiplicative Elasto-plasticity 407 12.3 Multiplicative Elasto-plasticity versus Rate Formulations 411 12.4 Integration of the Rate Equations 414 12.5 Exponential Return-mapping Algorithms 418 References 422 PART V ADVANCED DISCRETISATION CONCEPTS 13 Interfaces and Discontinuities 427 13.1 Interface Elements 428 13.2 Discontinuous Galerkin Methods 436 References 439 14 Meshless and Partition-of-unity Methods 441 14.1 Meshless Methods 442 14.2 Partition-of-unity Approaches 451 References 470 15 Isogeometric Finite Element Analysis 473 15.1 Basis Functions in Computer Aided Geometric Design 473 15.2 Isogeometric Finite Elements 483 15.3 PyFEM: Shape Functions for Isogeometric Analysis 487 15.4 Isogeometric Analysis in Non-linear Solid Mechanics 490 References 506 Index 509.
- (source: Nielsen Book Data)9781118375938 20160608
(source: Nielsen Book Data)9781118375938 20160608
dx.doi.org Wiley Online Library
- dx.doi.org Wiley Online Library
- Google Books (Full view)
eReserve
eReserve | Status |
---|---|
Instructor's copy | |
(no call number) | Unknown 2-hour loan |
CEE-282-01
- Course
- CEE-282-01 -- Nonlinear Structural Analysis
- Instructor(s)
- Deierlein, Gregory G.
2. Theory of elastic stability [1961]
- Book
- 1 online resource (xvi, 541 pages) : illustrations.
The best available guide to the elastic stability of large structures, this volume was co-authored by world-renowned authorities on engineering mechanics. It ranges from theoretical explanations of 2- and 3-D stress and strain to practical applications such as torsion, bending, thermal stress, and wave propagation through solids. Equally valuable as text or reference. 1961 edition.
The best available guide to the elastic stability of large structures, this volume was co-authored by world-renowned authorities on engineering mechanics. It ranges from theoretical explanations of 2- and 3-D stress and strain to practical applications such as torsion, bending, thermal stress, and wave propagation through solids. Equally valuable as text or reference. 1961 edition.
eReserve
eReserve | Status |
---|---|
Instructor's copy | |
(no call number) | Unknown 2-hour loan |
CEE-282-01
- Course
- CEE-282-01 -- Nonlinear Structural Analysis
- Instructor(s)
- Deierlein, Gregory G.
3. Matrix structural analysis [2000]
- Book
- xx, 460 p. : ill. ; 26 cm. 1 computer laser optical disc (4 3/4 in.).
- Definitions and concepts-- formation of the global analysis equations-- stiffness analysis of frames - I-- stiffness analysis of frames - II-- virtual work principals-- virtual work principals in framework analysis-- nonlinear analysis of frames - an introduction-- geometric nonlinear and elastic critical load analysis-- material nonlinear analysis-- solution of linear algebraic equations-- solution of nonlinear equilibrium equations-- special analysis procedures. Appendixes: nonlinear analysis - a further look-- on rigid body motion and natural deformation.
- (source: Nielsen Book Data)9780471129189 20160527
(source: Nielsen Book Data)9780471352686 20160527
The second edition of this text covers: the basic concepts and procedures of linear analysis of frameworks by matrix methods; the underlying theories of elasticity; the principles of virtual work; and the application issues such as the solution of linear equations and the treatment of constraints. In addition, it accounts for changes in the use and the teaching of matrix structural analysis that have taken place in the 1980s and 1990s. It also incorporates advances in the art of analysis, that are regarded as suitable for use in structural engineering design practice now and of increasing importance in the years just ahead. Chief among these are an introduction to nonlinear frame analysis and an interactive computer graphics computer program. Included with the text is a CD-ROM containing the MATLAB computer graphics program MASTRAN2. The book contains both elementary and relatively advanced material.
(source: Nielsen Book Data)9780471129189 20160527
- Definitions and concepts-- formation of the global analysis equations-- stiffness analysis of frames - I-- stiffness analysis of frames - II-- virtual work principals-- virtual work principals in framework analysis-- nonlinear analysis of frames - an introduction-- geometric nonlinear and elastic critical load analysis-- material nonlinear analysis-- solution of linear algebraic equations-- solution of nonlinear equilibrium equations-- special analysis procedures. Appendixes: nonlinear analysis - a further look-- on rigid body motion and natural deformation.
- (source: Nielsen Book Data)9780471129189 20160527
(source: Nielsen Book Data)9780471352686 20160527
The second edition of this text covers: the basic concepts and procedures of linear analysis of frameworks by matrix methods; the underlying theories of elasticity; the principles of virtual work; and the application issues such as the solution of linear equations and the treatment of constraints. In addition, it accounts for changes in the use and the teaching of matrix structural analysis that have taken place in the 1980s and 1990s. It also incorporates advances in the art of analysis, that are regarded as suitable for use in structural engineering design practice now and of increasing importance in the years just ahead. Chief among these are an introduction to nonlinear frame analysis and an interactive computer graphics computer program. Included with the text is a CD-ROM containing the MATLAB computer graphics program MASTRAN2. The book contains both elementary and relatively advanced material.
(source: Nielsen Book Data)9780471129189 20160527
Engineering Library (Terman), SAL3 (off-campus storage), eReserve
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at circulation desk | |
TA642 .M25 2000 | Unknown 4-hour loan |
TA642 .M25 2000 | Unknown 4-hour loan |
SAL3 (off-campus storage) | Status |
---|
eReserve | Status |
---|---|
Instructor's copy | |
(no call number) | Unknown |
CEE-282-01
- Course
- CEE-282-01 -- Nonlinear Structural Analysis
- Instructor(s)
- Deierlein, Gregory G.
4. Computational inelasticity [1998]
- Book
- xiv, 392 p. : ill. ; 25 cm.
- Preface.- Motivation. One Dimensional Plasticity and Viscoplasticity.- Classical Rate Independent Plasticity and Integration Algorithms for Plasticity and Viscoplasticity.- Discrete Variational Formulation and Finite Elementary Implementations Non-Smooth Multisurface Plasticity and Viscoplasticity.- Numerical Analysis of General Return Mapping Algorithms.- Nonlinear Continuum Mechanics and Phenomenological Plasticity Models.- Objective Integration Algorithms for Rate Formulations of Elastoplasticity.- Phenomenological Plasticity Models Based on the Notion of an Intermediate Stress Free Configuration.- Viscoelasticity.- References.- Index.
- (source: Nielsen Book Data)9780387975207 20160528
(source: Nielsen Book Data)9780387975207 20160528
- Preface.- Motivation. One Dimensional Plasticity and Viscoplasticity.- Classical Rate Independent Plasticity and Integration Algorithms for Plasticity and Viscoplasticity.- Discrete Variational Formulation and Finite Elementary Implementations Non-Smooth Multisurface Plasticity and Viscoplasticity.- Numerical Analysis of General Return Mapping Algorithms.- Nonlinear Continuum Mechanics and Phenomenological Plasticity Models.- Objective Integration Algorithms for Rate Formulations of Elastoplasticity.- Phenomenological Plasticity Models Based on the Notion of an Intermediate Stress Free Configuration.- Viscoelasticity.- References.- Index.
- (source: Nielsen Book Data)9780387975207 20160528
(source: Nielsen Book Data)9780387975207 20160528
www.myilibrary.com MyiLibrary
- www.myilibrary.com MyiLibrary
- www.springerlink.com SpringerLink
- SpringerLink
- Google Books (Full view)
Engineering Library (Terman), eReserve
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at circulation desk | |
QA931 .S576 1998 | Unknown 1-day loan |
eReserve | Status |
---|---|
Instructor's copy | |
(no call number) | Unknown 2-hour loan |
CEE-282-01
- Course
- CEE-282-01 -- Nonlinear Structural Analysis
- Instructor(s)
- Deierlein, Gregory G.
5. Nonlinear analysis of structures [1998]
- Book
- 621 p. : ill. ; 26 cm.
- CONTENTS: Nonlinear Bending and Vibration of Beams. Nonlinear Static and Dynamic Analysis of Plates. Nonlinear Analysis of Shells. Structures: Nonlinear Analysis. Nonlinear Analysis of Structures Composed of Composite Materials. Symbolic Computation. Books and Edited Volumes. Index.
- (source: Nielsen Book Data)9780849396526 20160527
(source: Nielsen Book Data)9780849396526 20160527
- CONTENTS: Nonlinear Bending and Vibration of Beams. Nonlinear Static and Dynamic Analysis of Plates. Nonlinear Analysis of Shells. Structures: Nonlinear Analysis. Nonlinear Analysis of Structures Composed of Composite Materials. Symbolic Computation. Books and Edited Volumes. Index.
- (source: Nielsen Book Data)9780849396526 20160527
(source: Nielsen Book Data)9780849396526 20160527
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at circulation desk | |
TA646 .S365 1998 | Unknown 1-day loan |
CEE-282-01
- Course
- CEE-282-01 -- Nonlinear Structural Analysis
- Instructor(s)
- Deierlein, Gregory G.
6. Finite element procedures [1996]
- Book
- xiv, 1037 p. : ill. ; 25 cm.
- 1. An Introduction to the Use of Finite Element Procedures. 2. Vectors, Matrices and Tensors. 3. Some Basic Concepts of Engineering Analysis and an Introduction to the Finite Element Methods. 4. Formulation of the Finite Element Method -- Linear Analysis in Solid and Structural Mechanics. 5. Formulation and Calculation of Isoparametric Finite Element Matrices. 6. Finite Element Nonlinear Analysis in Solid and Structural Mechanics. 7. Finite Element Analysis of Heat Transfer, Field Problems, and Incompressible Fluid Flows. 8. Solution of Equilibrium Equations in State Analysis. 9. Solution of Equilibrium Equations in Dynamic Analysis. 10. Preliminaries to the Solution of Eigenproblems. 11. Solution Methods for Eigenproblems. 12. Implementation of the Finite Element Method. References. Index.
- (source: Nielsen Book Data)9780133014587 20160527
(source: Nielsen Book Data)9780133014587 20160527
- 1. An Introduction to the Use of Finite Element Procedures. 2. Vectors, Matrices and Tensors. 3. Some Basic Concepts of Engineering Analysis and an Introduction to the Finite Element Methods. 4. Formulation of the Finite Element Method -- Linear Analysis in Solid and Structural Mechanics. 5. Formulation and Calculation of Isoparametric Finite Element Matrices. 6. Finite Element Nonlinear Analysis in Solid and Structural Mechanics. 7. Finite Element Analysis of Heat Transfer, Field Problems, and Incompressible Fluid Flows. 8. Solution of Equilibrium Equations in State Analysis. 9. Solution of Equilibrium Equations in Dynamic Analysis. 10. Preliminaries to the Solution of Eigenproblems. 11. Solution Methods for Eigenproblems. 12. Implementation of the Finite Element Method. References. Index.
- (source: Nielsen Book Data)9780133014587 20160527
(source: Nielsen Book Data)9780133014587 20160527
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at circulation desk | |
TA347 .F5 B36 1996 | Unknown 2-hour loan |
CEE-282-01
- Course
- CEE-282-01 -- Nonlinear Structural Analysis
- Instructor(s)
- Deierlein, Gregory G.
- Book
- xiii, 509 p. : ill. ; 24 cm. + 2 computer disks (3 1/2 in.)
Plastic Design of Steel Frames assesses the current status and future direction of computer-based analyses of inelastic strength and stability for direct frame design. It shows how design rules are used in practical frame design and provides an introduction to the second-order theory of inelastic frame design. The book includes two computer programs on a diskette: one for the first-order analyses and the other for the second-order plastic hinge analysis of planar frame design. The second-order program can be used to predict realistic strengths and stabilities of planar frames, thereby eliminating the tedious task of estimating factors for individual member capacity checks. Both programs include clear input instructions. The diskette also contains the Fortran source-code listing for the second-order plastic-hinge analysis, enabling the user to customise the program. The programs will run on an IBM PC-AT or equivalent machine with 640 kB of memory and 30 MB hard drive.
(source: Nielsen Book Data)9783540943143 20160528
(source: Nielsen Book Data)9783540943143 20160528
Plastic Design of Steel Frames assesses the current status and future direction of computer-based analyses of inelastic strength and stability for direct frame design. It shows how design rules are used in practical frame design and provides an introduction to the second-order theory of inelastic frame design. The book includes two computer programs on a diskette: one for the first-order analyses and the other for the second-order plastic hinge analysis of planar frame design. The second-order program can be used to predict realistic strengths and stabilities of planar frames, thereby eliminating the tedious task of estimating factors for individual member capacity checks. Both programs include clear input instructions. The diskette also contains the Fortran source-code listing for the second-order plastic-hinge analysis, enabling the user to customise the program. The programs will run on an IBM PC-AT or equivalent machine with 640 kB of memory and 30 MB hard drive.
(source: Nielsen Book Data)9783540943143 20160528
(source: Nielsen Book Data)9783540943143 20160528
Engineering Library (Terman), SAL3 (off-campus storage)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at circulation desk | |
TA660 .F7 C44 1995 | Unknown 1-day loan |
SAL3 (off-campus storage) | Status |
---|
CEE-282-01
- Course
- CEE-282-01 -- Nonlinear Structural Analysis
- Instructor(s)
- Deierlein, Gregory G.
- Book
- xxxi, 579 p. : ill. ; 25 cm.
Nonlinear theories or finite elements have to be tested before they can be put into practice. Using the rigid body concept, this book provides simple rules for examining the validity of nonlinear theories and finite elements derived from structural members.
(source: Nielsen Book Data)9780131092242 20160527
(source: Nielsen Book Data)9780131092242 20160527
Nonlinear theories or finite elements have to be tested before they can be put into practice. Using the rigid body concept, this book provides simple rules for examining the validity of nonlinear theories and finite elements derived from structural members.
(source: Nielsen Book Data)9780131092242 20160527
(source: Nielsen Book Data)9780131092242 20160527
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at circulation desk | |
TA660 .F7 Y36 1994 | Unknown 1-day loan |
CEE-282-01
- Course
- CEE-282-01 -- Nonlinear Structural Analysis
- Instructor(s)
- Deierlein, Gregory G.
- Book
- v. : ill. ; 25 cm.
- General Introduction, Brief History and Introduction to Geometric N0n-Linearity. A Shallow Truss Element with Fortran Computer Program. Truss Elements and Solutions for Different Strain Measures. Basic Continuum Mechanics. Basic Finite Element Analysis of Continua. Basic Plasticity. Two-Dimensional Formulations for Beams and Rods. Shells. More Advanced Solution Procedures. Indexes.
- (source: Nielsen Book Data)9780471929567 20160527
- More Continuum Mechanics-- Non-orthogonal Co-ordinates and Co- and Contra- Variant Tensor Components-- More Finite Element Analysis of Continua-- Large-strains-- Hyperelasticity and Rubber-- More Plasticity and Other Material Non-linearity I-- More Plasticity and Other Material Non-linearity II-- Large Rotations-- 3-D Formulations for Beams and Rods-- More on Continuum and Shell Elements-- Large-strains and Plasticity-- Stability Theory-- Branch Switching and Further Advances Solution Procedures-- Examples from an Updated Non-linear Finite Element Computer Programme Using Truss Elements-- Contact with Friction-- Non-linear Dynamics.
- (source: Nielsen Book Data)9780471956495 20160528
(source: Nielsen Book Data)9780471929567 20160527
In fields such as aeronautical, civil, mechanical and structural engineering, non-linear analysis techniques are being widely used for the solving of practical engineering problems. With this in mind the author has selected an engineering rather than a mathematical bias. This second volume builds on the fundamental ideas of geometric non-linearity explained in Volume One, introducing the reader to more detailed, advanced topics. Continuum mechanics, plasticity and stability theory are covered in greater depth as it explores the research on non-linear finite elements. To supplement the text a set of programmes are available on the Internet via anonymous FTP.
(source: Nielsen Book Data)9780471956495 20160528
- General Introduction, Brief History and Introduction to Geometric N0n-Linearity. A Shallow Truss Element with Fortran Computer Program. Truss Elements and Solutions for Different Strain Measures. Basic Continuum Mechanics. Basic Finite Element Analysis of Continua. Basic Plasticity. Two-Dimensional Formulations for Beams and Rods. Shells. More Advanced Solution Procedures. Indexes.
- (source: Nielsen Book Data)9780471929567 20160527
- More Continuum Mechanics-- Non-orthogonal Co-ordinates and Co- and Contra- Variant Tensor Components-- More Finite Element Analysis of Continua-- Large-strains-- Hyperelasticity and Rubber-- More Plasticity and Other Material Non-linearity I-- More Plasticity and Other Material Non-linearity II-- Large Rotations-- 3-D Formulations for Beams and Rods-- More on Continuum and Shell Elements-- Large-strains and Plasticity-- Stability Theory-- Branch Switching and Further Advances Solution Procedures-- Examples from an Updated Non-linear Finite Element Computer Programme Using Truss Elements-- Contact with Friction-- Non-linear Dynamics.
- (source: Nielsen Book Data)9780471956495 20160528
(source: Nielsen Book Data)9780471929567 20160527
In fields such as aeronautical, civil, mechanical and structural engineering, non-linear analysis techniques are being widely used for the solving of practical engineering problems. With this in mind the author has selected an engineering rather than a mathematical bias. This second volume builds on the fundamental ideas of geometric non-linearity explained in Volume One, introducing the reader to more detailed, advanced topics. Continuum mechanics, plasticity and stability theory are covered in greater depth as it explores the research on non-linear finite elements. To supplement the text a set of programmes are available on the Internet via anonymous FTP.
(source: Nielsen Book Data)9780471956495 20160528
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at circulation desk | |
TA647 .C75 1991 V.1 | Unknown 1-day loan |
TA647 .C75 1991 V.2 | Unknown 1-day loan |
CEE-282-01
- Course
- CEE-282-01 -- Nonlinear Structural Analysis
- Instructor(s)
- Deierlein, Gregory G.
10. Stability design of steel frames [1991]
- Book
- xi, 380 p. : ill. ; 25 cm.
- Preface. Notation. Analysis of Beam-Columns. Design of Beam-Columns. Second-Order Rigid Frame Analysis. Simplified Second-Order Rigid Frame Analysis. Behavior and Modeling of Semi-Rigid Connections. Analysis of Semi-Rigid Frames. Design of Semi-Rigid Frames. Index.
- (source: Nielsen Book Data)9780849386060 20160527
- Preface. Notation. Analysis of Beam-Columns. Design of Beam-Columns. Second-Order Rigid Frame Analysis. Simplified Second-Order Rigid Frame Analysis. Behavior and Modeling of Semi-Rigid Connections. Analysis of Semi-Rigid Frames. Design of Semi-Rigid Frames. Index.
- (source: Nielsen Book Data)9780849386060 20160527
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at circulation desk | |
TA660 .F7 C45 1991 | Unknown 1-day loan |
CEE-282-01
- Course
- CEE-282-01 -- Nonlinear Structural Analysis
- Instructor(s)
- Deierlein, Gregory G.
11. Theory of elastic stability [1961]
- Book
- xvi, 541 p. illus. 24 cm.
Engineering Library (Terman)
Engineering Library (Terman) | Status |
---|---|
On reserve: Ask at circulation desk | |
QA931 .T54 1961 | Unknown 2-hour loan |
Timoshenko Collection: Ask at circulation desk | |
QA931 .T54 1961 | In-library use |
CEE-282-01
- Course
- CEE-282-01 -- Nonlinear Structural Analysis
- Instructor(s)
- Deierlein, Gregory G.