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Programming the finite element method /
"Provides an updated version of Fortran 2003 (all the Fortran programs and subroutines are listed in full in the text but will also be made available online)"--
| Clasificación: | Libro Electrónico |
|---|---|
| Autores principales: | , , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Chichester, West Sussex, UK :
Wiley,
2014.
|
| Edición: | Fifth edition. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Smith, I. M. |q (Ian Moffat), |d 1940- |e author. | |
| 245 | 1 | 0 | |a Programming the finite element method / |c I M. Smith, University of Manchester, UK, D.V. Griffiths, Colorado School of Mines, USA, L. Margetts, University of Manchester, UK. |
| 250 | |a Fifth edition. | ||
| 264 | 1 | |a Chichester, West Sussex, UK : |b Wiley, |c 2014. | |
| 300 | |a 1 online resource | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 520 | |a "Provides an updated version of Fortran 2003 (all the Fortran programs and subroutines are listed in full in the text but will also be made available online)"-- |c Provided by publisher | ||
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Print version record and CIP data provided by publisher. | |
| 505 | 0 | 0 | |g Machine generated contents note: |g 1. |t Preliminaries: Computer Strategies -- |g 1.1. |t Introduction -- |g 1.2. |t Hardware -- |g 1.3. |t Memory Management -- |g 1.4. |t Vector Processors -- |g 1.5. |t Multi-core Processors -- |g 1.6. |t Co-processors -- |g 1.7. |t Parallel Processors -- |g 1.8. |t Applications Software -- |g 1.8.1. |t Compilers -- |g 1.8.2. |t Arithmetic -- |g 1.8.3. |t Conditions -- |g 1.8.4. |t Loops -- |g 1.9. |t Array Features -- |g 1.9.1. |t Dynamic Arrays -- |g 1.9.2. |t Broadcasting -- |g 1.9.3. |t Constructors -- |g 1.9.4. |t Vector Subscripts -- |g 1.9.5. |t Array Sections -- |g 1.9.6. |t Whole-array Manipulations -- |g 1.9.7. |t Intrinsic Procedures for Arrays -- |g 1.9.8. |t Modules -- |g 1.9.9. |t Subprogram Libraries -- |g 1.9.10. |t Structured Programming -- |g 1.10. |t Third-party Libraries -- |g 1.10.1. |t BIAS Libraries -- |g 1.10.2. |t Maths Libraries -- |g 1.10.3. |t User Subroutines -- |g 1.10.4. |t MPI Libraries -- |g 1.11. |t Visualisation -- |g 1.11.1. |t Starting ParaView -- |g 1.11.2. |t Display Restrained Nodes -- |g 1.11.3. |t Display Applied Loads -- |g 1.11.4. |t Display Deformed Mesh -- |g 1.12. |t Conclusions -- |t References -- |g 2. |t Spatial Discretisation by Finite Elements -- |g 2.1. |t Introduction -- |g 2.2. |t Rod Element -- |g 2.2.1. |t Rod Stiffness Matrix -- |g 2.2.2. |t Rod Mass Element -- |g 2.3. |t Eigenvalue Equation -- |g 2.4. |t Beam Element -- |g 2.4.1. |t Beam Element Stiffness Matrix -- |g 2.4.2. |t Beam Element Mass Matrix -- |g 2.5. |t Beam with an Axial Force -- |g 2.6. |t Beam on an Elastic Foundation -- |g 2.7. |t General Remarks on the Discretisation Process -- |g 2.8. |t Alternative Derivation of Element Stiffness -- |g 2.9. |t Two-dimensional Elements: Plane Stress -- |g 2.10. |t Energy Approach and Plane Strain -- |g 2.10.1. |t Thermoelasticity -- |g 2.11. |t Plane Element Mass Matrix -- |g 2.12. |t Axisymmetric Stress and Strain -- |g 2.13. |t Three-dimensional Stress and Strain -- |g 2.14. |t Plate Bending Element -- |g 2.15. |t Summary of Element Equations for Solids -- |g 2.16. |t Flow of Fluids: Navier -- Stokes Equations -- |g 2.17. |t Simplified Flow Equations -- |g 2.17.1. |t Steady State -- |g 2.17.2. |t Transient State -- |g 2.17.3. |t Convection -- |g 2.18. |t Further Coupled Equations: Biot Consolidation -- |g 2.19. |t Conclusions -- |t References -- |g 3. |t Programming Finite Element Computations -- |g 3.1. |t Introduction -- |g 3.2. |t Local Coordinates for Quadrilateral Elements -- |g 3.2.1. |t Numerical Integration for Quadrilaterals -- |g 3.2.2. |t Analytical Integration for Quadrilaterals -- |g 3.3. |t Local Coordinates for Triangular Elements -- |g 3.3.1. |t Numerical Integration for Triangles -- |g 3.3.2. |t Analytical Integration for Triangles -- |g 3.4. |t Multi-Element Assemblies -- |g 3.5. |t Èlement-by-Element' Techniques -- |g 3.5.1. |t Conjugate Gradient Method for Linear Equation Systems -- |g 3.5.2. |t Preconditioning -- |g 3.5.3. |t Unsymmetric Systems -- |g 3.5.4. |t Symmetric Non-Positive Definite Equations -- |g 3.5.5. |t Eigenvalue Systems -- |g 3.6. |t Incorporation of Boundary Conditions -- |g 3.6.1. |t Convection Boundary Conditions -- |g 3.7. |t Programming using Building Blocks -- |g 3.7.1. |t Black Box Routines -- |g 3.7.2. |t Special Purpose Routines -- |g 3.7.3. |t Plane Elastic Analysis using Quadrilateral Elements -- |g 3.7.4. |t Plane Elastic Analysis using Triangular Elements -- |g 3.7.5. |t Axisymmetric Strain of Elastic Solids -- |g 3.7.6. |t Plane Steady Laminar Fluid Flow -- |g 3.7.7. |t Mass Matrix Formation -- |g 3.7.8. |t Higher-Order 2D Elements -- |g 3.7.9. |t Three-Dimensional Elements -- |g 3.7.10. |t Assembly of Elements -- |g 3.8. |t Solution of Equilibrium Equations -- |g 3.9. |t Evaluation of Eigenvalues and Eigenvectors -- |g 3.9.1. |t Jacobi Algorithm -- |g 3.9.2. |t Lanczos and Arnoldi Algorithms -- |g 3.10. |t Solution of First-Order Time-Dependent Problems -- |g 3.11. |t Solution of Coupled Navier -- Stokes Problems -- |g 3.12. |t Solution of Coupled Transient Problems -- |g 3.12.1. |t Absolute Load Version -- |g 3.12.2. |t Incremental Load Version -- |g 3.13. |t Solution of Second-Order Time-Dependent Problems -- |g 3.13.1. |t Modal Superposition -- |g 3.13.2. |t Newmark or Crank -- Nicolson Method -- |g 3.13.3. |t Wilson's Method -- |g 3.13.4. |t Complex Response -- |g 3.13.5. |t Explicit Methods and Other Storage-Saving Strategies -- |t References -- |g 4. |t Static Equilibrium of Structures -- |g 4.1. |t Introduction -- |g Program 4.1 |t One-dimensional analysis of axially loaded elastic rods using 2-node rod elements -- |g Program 4.2 |t Analysis of elastic pin-jointed frames using 2-node rod elements in two or three dimensions -- |g Program 4.3 |t Analysis of elastic beams using 2-node beam elements (elastic foundation optional) -- |g Program 4.4 |t Analysis of elastic rigid-jointed frames using 2-node beam/rod elements in two or three dimensions -- |g Program 4.5 |t Analysis of elastic -- plastic beams or frames using 2-node beam or beam/rod elements in one, two or three dimensions -- |g Program 4.6 |t Stability (buckling) analysis of elastic beams using 2-node beam elements (elastic foundation optional) -- |g Program 4.7 |t Analysis of plates using 4-node rectangular plate elements. Homogeneous material with identical elements. Mesh numbered in x- or y-direction -- |g 4.2. |t Conclusions -- |g 4.3. |t Glossary of Variable Names -- |g 4.4. |t Exercises -- |t References -- |g 5. |t Static Equilibrium of Linear Elastic Solids -- |g 5.1. |t Introduction -- |g Program 5.1 |t Plane or axisymmetric strain analysis of a rectangular elastic solid using 3-, 6-, 10- or 15-node right-angled triangles or 4-, 8- or 9-node rectangular quadrilaterals. Mesh numbered in x(r)- or y(z)-direction -- |g Program 5.2 |t Non-axisymmetric analysis of a rectangular axisymmetric elastic solid using 8-node rectangular quadrilaterals. Mesh numbered in r- or z -direction -- |g Program 5.3 |t Three-dimensional analysis of a cuboidal elastic solid using 8-, 14- or 20-node brick hexahedra. Mesh numbered in xz-planes then in the y-direction -- |g Program 5.4 |t General 2D (plane strain) or 3D analysis of elastic solids. Gravity loading option -- |g Program 5.5 |t Plane or axisymmetric thermoelastic analysis of an elastic solid using 3-, 6-, 10- or 15-node right-angled triangles or 4-, 8- or 9-node rectangular quadrilaterals. Mesh numbered in x(r)- or y (z)-direction -- |g Program 5.6 |t Three-dimensional strain of a cuboidal elastic solid using 8-, 14- or 20-node brick hexahedra. Mesh numbered in xz-planes then in the y-direction. No global stiffness matrix assembly. Diagonally preconditioned conjugate gradient solver -- |g Program 5.7 |t Three-dimensional strain of a cuboidal elastic solid using 8-, 14- or 20-node brick hexahedra. Mesh numbered in xz-planes then in the y-direction. No global stiffness matrix. Diagonally preconditioned conjugate gradient solver. Optimised maths library, ABAQUS UMAT version -- |g 5.2. |t Glossary of Variable Names -- |g 5.3. |t Exercises -- |t References -- |g 6. |t Material Non-linearity -- |g 6.1. |t Introduction -- |g 6.2. |t Stress -- strain Behaviour -- |g 6.3. |t Stress Invariants -- |g 6.4. |t Failure Criteria -- |g 6.4.1. |t Von Mises -- |g 6.4.2. |t Mohr -- Coulomb and Tresca -- |g 6.5. |t Generation of Body Loads -- |g 6.6. |t Viscoplasticity -- |g 6.7. |t Initial Stress -- |g 6.8. |t Corners on the Failure and Potential Surfaces -- |g Program 6.1 |t Plane-strain-bearing capacity analysis of an elastic -- plastic (von Mises) material using 8-node rectangular quadrilaterals. Flexible smooth footing. Load control. Viscoplastic strain method -- |g Program 6.2 |t Plane-strain-bearing capacity analysis of an elastic -- plastic (von Mises) material using 8-node rectangular quadrilaterals. Flexible smooth footing. Load control. Viscoplastic strain method. No global stiffness matrix assembly. Diagonally preconditioned conjugate gradient solver -- |g Program 6.3 |t Plane-strain-bearing capacity analysis of an elastic -- plastic (Mohr -- Coulomb) material using 8-node rectangular quadrilaterals. Rigid smooth footing. Displacement control. Viscoplastic strain method -- |g Program 6.4 |t Plane-strain slope stability analysis of an elastic -- plastic (Mohr -- Coulomb) material using 8-node rectangular quadrilaterals. Gravity loading. Viscoplastic strain method -- |g Program 6.5 |t Plane-strain earth pressure analysis of an elastic -- plastic (Mohr -- Coulomb) material using 8-node rectangular quadrilaterals. Rigid smooth wall. |
| 505 | 0 | 0 | |t Initial stress method -- |g 6.9. |t Elastoplastic Rate Integration -- |g 6.9.1. |t Forward Euler Method -- |g 6.9.2. |t Backward Euler Method -- |g 6.10. |t Tangent Stiffness Approaches -- |g 6.10.1. |t Inconsistent Tangent Matrix -- |g 6.10.2. |t Consistent Tangent Matrix -- |g 6.10.3. |t Convergence Criterion -- |g Program 6.6 |t Plane-strain-bearing capacity analysis of an elastic -- plastic (von Mises) material using 8-node rectangular quadrilaterals, Flexible smooth footing, Load control. Consistent tangent stiffness. Closest point projection method (CPPM) -- |g Program 6.7 |t Plane-strain-bearing capacity analysis of an elastic -- plastic (von Mises) material using 8-node rectangular quadrilaterals. Flexible smooth footing. Load control. Consistent tangent stiffness. CPPM. No global stiffness matrix assembly. Diagonally preconditioned conjugate gradient solver -- |g Program 6.8 |t Plane-strain-bearing capacity analysis of an elastic -- plastic (von Mises) material using 8-node rectangular quadrilaterals. Flexible smooth footing. Load control. Consistent tangent stiffness. Radial return method (RR) with ̀line search' -- |g 6.11. |t Geotechnical Processes of Embanking and Excavation -- |g 6.11.1. |t Embanking -- |g Program 6.9 |t Plane-strain construction of an elastic -- plastic (Mohr -- Coulomb) embankment in layers on a foundation using 8-node quadrilaterals. Viscoplastic strain method -- |g 6.11.2. |t Excavation -- |g Program 6.10 |t Plane-strain construction of an elastic -- plastic (Mohr -- Coulomb) excavation in layers using 8-node quadrilaterals. Viscoplastic strain method -- |g 6.12. |t Undrained Analysis -- |g Program 6.11 |t Axisymmetric ùndrained' strain of an elastic -- plastic (Mohr -- Coulomb) solid using 8-node rectangular quadrilaterals. Viscoplastic strain method. |
| 505 | 0 | 0 | |g Note continued: |g Program 6.12 |t Three-dimensional strain analysis of an elastic -- plastic (Mohr -- Coulomb) slope using 20-node hexahedra. Gravity loading. Viscoplastic strain method -- |g Program 6.13 |t Three-dimensional strain analysis of an elastic -- plastic (Mohr -- Coulomb) slope using 20-node hexahedra. Gravity loading. Viscoplastic strain method. No global stiffness matrix assembly. Diagonally preconditioned conjugate gradient solver -- |g 6.13. |t Glossary of Variable Names -- |g 6.14. |t Exercises -- |t References -- |g 7. |t Steady State Flow -- |g 7.1. |t Introduction -- |g Program 7.1 |t One-dimensional analysis of steady seepage using 2-node line elements -- |g Program 7.2 |t Plane or axisymmetric analysis of steady seepage using 4-node rectangular quadrilaterals. Mesh numbered in x(r)- or y(z) -direction -- |g Program 7.3 |t Analysis of plane free surface flow using 4-node quadrilaterals. Ànalytical' form of element conductivity matrix -- |g Program 7.4 |t General two- (plane) or three-dimensional analysis of steady seepage -- |g Program 7.5 |t General two- (plane) or three-dimensional analysis of steady seepage. No global conductivity matrix assembly. Diagonally preconditioned conjugate gradient solver -- |g 7.2. |t Glossary of Variable Names -- |g 7.3. |t Exercises -- |t References -- |g 8. |t Transient Problems: First Order (Uncoupled) -- |g 8.1. |t Introduction -- |g Program 8.1 |t One-dimensional transient (consolidation) analysis using 2-node ̀line' elements. Implicit time integration using the ̀theta' method -- |g Program 8.2 |t One-dimensional transient (consolidation) analysis (settlement and excess pore pressure) using 2-node ̀line' elements. Implicit time integration using the ̀theta' method -- |g Program 8.3 |t One-dimensional consolidation analysis using 2-node ̀line' elements. Explicit time integration. Element by element. Lumped mass -- |g Program 8.4 |t Plane or axisymmetric transient (consolidation) analysis using 4-node rectangular quadrilaterals. Mesh numbered in x(r)- or y(z)-direction. Implicit time integration using the ̀theta' method -- |g Program 8.5 |t Plane or axisymmetric transient (consolidation) analysis using 4-node rectangular quadrilaterals. Mesh numbered in x(r)- or y(z)-direction. Implicit time integration using the ̀theta' method. No global stiffness matrix assembly. Diagonally preconditioned conjugate gradient solver -- |g Program 8.6 |t Plane or axisymmetric transient (consolidation) analysis using 4-node rectangular quadrilaterals. Mesh numbered in x(r)- or y(z)-direction. Explicit time integration using the ̀theta = 0' method -- |g Program 8.7 |t Plane or axisymmetric transient (consolidation) analysis using 4-node rectangular quadrilaterals. Mesh numbered in x(r)- or y(z)-direction. ̀theta' method using an element-by-element product algorithm -- |g 8.2. |t Comparison of Programs 8.4, 8.5, 8.6 and 8.7 -- |g Program 8.8 |t General two- (plane) or three-dimensional transient (consolidation) analysis. Implicit time integration using the ̀theta' method -- |g Program 8.9 |t Plane analysis of the diffusion -- convection equation using 4-node rectangular quadrilaterals. Implicit time integration using the ̀theta' method. Self-adjoint transformation -- |g Program 8.10 |t Plane analysis of the diffusion -- convection equation using 4-node rectangular quadrilaterals. Implicit time integration using the ̀theta' method. Untransformed solution -- |g Program 8.11 |t Plane or axisymmetric transient thermal conduction analysis using 4-node rectangular quadrilaterals. Implicit time integration using the ̀theta' method. Option of convection and flux boundary conditions -- |g 8.3. |t Glossary of Variable Names -- |g 8.4. |t Exercises -- |t References -- |g 9. |t Coupled Problems -- |g 9.1. |t Introduction -- |g Program 9.1 |t Analysis of the plane steady-state Navier -- Stokes equation using 8-node rectangular quadrilaterals for velocities coupled to 4-node rectangular quadrilaterals for pressures. Mesh numbered in x-direction. Freedoms numbered in the order u -- p -- v -- |g Program 9.2 |t Analysis of the plane steady-state Navier -- Stokes equation using 8-node rectangular quadrilaterals for velocities coupled to 4-node rectangular quadrilaterals for pressures. Mesh numbered in x-direction. Freedoms numbered in the order u -- p -- v. Element-by-element solution using BiCGStab(l) with no preconditioning. No global matrix [ect.] -- |g Program 9.3 |t One-dimensional coupled consolidation analysis of a Biot poroelastic solid using 2-node ̀line' elements. Freedoms numbered in the order v -- uw -- |g Program 9.4 |t Plane strain consolidation analysis of a Biot elastic solid using 8-node rectangular quadrilaterals for displacements coupled to 4-node rectangular quadrilaterals for pressures. Freedoms numbered in order u -- v -- uw. Incremental load version -- |g Program 9.5 |t Plane strain consolidation analysis of a Biot elastic solid using 8-node rectangular quadrilaterals for displacements coupled to 4-node rectangular quadrilaterals for pressures. Freedoms numbered in order u -- v -- uw. Incremental load version. No global stiffness matrix assembly. Diagonally preconditioned conjugate gradient [ect.] -- |g Program 9.6 |t Plane strain consolidation analysis of a Biot poroelastic -- plastic (Mohr -- Coulomb) material using 8-node rectangular quadrilaterals for displacements coupled to 4-node rectangular quadrilaterals for pressures. Freedoms numbered in the order u -- v -- uw. Viscoplastic strain method -- |g 9.2. |t Glossary of Variable Names -- |g 9.3. |t Exercises -- |t References -- |g 10. |t Eigenvalue Problems -- |g 10.1. |t Introduction -- |g Program 10.1 |t Eigenvalue analysis of elastic beams using 2-node beam elements, Lumped mass -- |g Program 10.2 |t Eigenvalue analysis of an elastic solid in plane strain using 4- or 8-node rectangular quadrilaterals. Lumped mass. Mesh numbered in y-direction -- |g Program 10.3 |t Eigenvalue analysis of an elastic solid in plane strain using 4-node rectangular quadrilaterals. Lanczos method. Consistent mass. Mesh numbered in y-direction -- |g Program 10.4 |t Eigenvalue analysis of an elastic solid in plane strain using 4-node rectangular quadrilaterals with ARPACK. Lumped mass. Element-by-element formulation. Mesh numbered in y-direction -- |g 10.2. |t Glossary of Variable Names -- |g 10.3. |t Exercises -- |t References -- |g 11. |t Forced Vibrations -- |g 11.1. |t Introduction -- |g Program 11.1 |t Forced vibration analysis of elastic beams using 2-node beam elements. Consistent mass. Newmark time stepping -- |g Program 11.2 |t Forced vibration analysis of an elastic solid in plane strain using 4- or 8-node rectangular quadrilaterals. Lumped mass. Mesh numbered in the y-direction. Modal superposition -- |g Program 11.3 |t Forced vibration analysis of an elastic solid in plane strain using rectangular 8-node quadrilaterals. Lumped or consistent mass. Mesh numbered in the y-direction. Implicit time integration using the ̀theta' method -- |g Program 11.4 |t Forced vibration analysis of an elastic solid in plane strain using rectangular 8-node quadrilaterals. Lumped or consistent mass. Mesh numbered in the y-direction. Implicit time integration using Wilson's method -- |g Program 11.5 |t Forced vibration of a rectangular elastic solid in plane strain using 8-node quadrilateral elements numbered in the y-direction. Lumped mass, complex response -- |g Program 11.6 |t Forced vibration analysis of an elastic solid in plane strain using uniform size rectangular 4-node quadrilaterals. Mesh numbered in the y-direction. Lumped or consistent mass. Mixed explicit/implicit time integration -- |g Program 11.7 |t Forced vibration analysis of an elastic solid in plane strain using rectangular 8-node quadrilaterals. Lumped or consistent mass. Mesh numbered in the y-direction. Implicit time integration using the ̀theta' method. No global matrix assembly. Diagonally preconditioned conjugate gradient solver -- |g Program 11.8 |t Forced vibration analysis of an elastic -- plastic (von Mises) solid in plane strain using rectangular 8-node quadrilateral elements. Lumped mass. Mesh numbered in the y-direction. |
| 505 | 0 | 0 | |g Explicit time integration -- |g 11.2. |t Glossary of Variable Names -- |g 11.3. |t Exercises -- |t References -- |g 12. |t Parallel Processing of Finite Element Analyses -- |g 12.1. |t Introduction -- |g 12.2. |t Differences between Parallel and Serial Programs -- |g 12.2.1. |t Parallel Libraries -- |g 12.2.2. |t Global Variables -- |g 12.2.3. |t MPI Library Routines -- |g 12.2.4. |t _pp Appendage -- |g 12.2.5. |t Simple Test Problems -- |g 12.2.6. |t Reading and Writing -- |g 12.2.7. |t Rest Instead of nf -- |g 12.2.8. |t Gathering and Scattering -- |g 12.2.9. |t Reindexing -- |g 12.2.10. |t Domain Composition -- |g 12.2.11. |t Third-party Mesh-partitioning Tools -- |g 12.2.12. |t Load Balancing -- |g Program 12.1 |t Three-dimensional analysis of an elastic solid. Compare Program 5.6 -- |g Program 12.2 |t Three-dimensional analysis of an elastoplastic (Mohr -- Coulomb) solid. Compare Program 6.13 -- |g Program 12.3 |t Three-dimensional Laplacian flow. Compare Program 7.5 -- |g Program 12.4 |t Three-dimensional transient heat conduction -- implicit analysis in time. Compare Program 8.5 -- |g Program 12.5 |t Three-dimensional transient flow -- explicit analysis in time. Compare Program 8.6 -- |g Program 12.6 |t Three-dimensional steady-state Navier -- Stokes analysis. Compare Program 9.2 -- |g Program 12.7 |t Three-dimensional analysis of Biot poro elastic solid. Incremental version. Compare Program 9.5 -- |g Program 12.8 |t Eigenvalue analysis of three-dimensional elastic solid. Compare Program 103 -- |g Program 12.9 |t Forced vibration analysis of a three-dimensional elastic solid. Implicit integration in time. Compare Program 11.7 -- |g Program 12.10 |t Forced vibration analysis of three-dimensional elasto plastic solid. Explicit integration in time. Compare Program 11.8 -- |g 12.3. |t Graphics Processing Units. |
| 505 | 0 | 0 | |g Note continued: |g Program 12.11 |t Three-dimensional strain of an elastic solid using 8-, 14- or 20-node brick hexahedra. No global stiffness matrix assembly. Diagonally preconditioned conjugate gradient solver. GPU version. Compare Program 5.7 -- |g 12.4. |t Cloud Computing -- |g 12.5. |t Conclusions -- |g 12.6. |t Glossary of Variable Names -- |t References. |
| 590 | |a Knovel |b ACADEMIC - General Engineering & Project Administration | ||
| 650 | 0 | |a Finite element method |x Data processing. | |
| 650 | 0 | |a Engineering |x Data processing. | |
| 650 | 0 | |a FORTRAN 2003 (Computer program language) | |
| 650 | 6 | |a Ingénierie |x Informatique. | |
| 650 | 6 | |a Fortran 2003 (Langage de programmation) | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Drafting & Mechanical Drawing. |2 bisacsh | |
| 650 | 7 | |a Engineering |x Data processing |2 fast | |
| 650 | 7 | |a Finite element method |x Data processing |2 fast | |
| 650 | 7 | |a FORTRAN 2003 (Computer program language) |2 fast | |
| 700 | 1 | |a Griffiths, D. V., |e author. | |
| 700 | 1 | |a Margetts, Lee, |e author. | |
| 776 | 0 | 8 | |i Print version: |a Smith, I.M. (Ian Moffat), 1940- |t Programming the finite element method. |b Fifth edition / Ian M. Smith, D. Vaughan Griffiths, Lee Margetts. |d Chichester, West Sussex, United Kingdom : John Wiley & Sons Inc., 2014 |z 9781119973348 |w (DLC) 2013019445 |
| 856 | 4 | 0 | |u https://appknovel.uam.elogim.com/kn/resources/kpPFEME006/toc |z Texto completo |
| 938 | |a Askews and Holts Library Services |b ASKH |n AH26383711 | ||
| 938 | |a Askews and Holts Library Services |b ASKH |n AH25572183 | ||
| 938 | |a Coutts Information Services |b COUT |n 26098979 | ||
| 938 | |a ebrary |b EBRY |n ebr10756551 | ||
| 938 | |a EBSCOhost |b EBSC |n 637059 | ||
| 938 | |a ProQuest MyiLibrary Digital eBook Collection |b IDEB |n cis26098979 | ||
| 938 | |a YBP Library Services |b YANK |n 11114071 | ||
| 938 | |a YBP Library Services |b YANK |n 12537096 | ||
| 938 | |a YBP Library Services |b YANK |n 12676265 | ||
| 994 | |a 92 |b IZTAP | ||