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عدد المساهمات : 18938 التقييم : 35320 تاريخ التسجيل : 01/07/2009 الدولة : مصر العمل : مدير منتدى هندسة الإنتاج والتصميم الميكانيكى
| موضوع: كتاب Finite Element Analysis Applications - A Systematic and Practical Approach الأربعاء 14 أغسطس 2024, 1:46 am | |
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أخواني في الله أحضرت لكم كتاب Finite Element Analysis Applications - A Systematic and Practical Approach Zhuming Bi Purdue University Fort Wayne, Indiana, United States
و المحتوى كما يلي :
Table of Contents 1. Overview of Finite Element Analysis Methods 2. Decomposition 3. Description of Elements 4. Elemental Modelling 5. System Analysis and Modelling 6. Solutions to System Models 7. Integrated Computer Design Environments 8. Solid Mechanics Problems 9. Heat Transfer Problem 10. Flow Dynamics 11. Multi-Physics Simulations 12. Verification and Validation Index ‘Note: Page numbers followed by “f” indicate figures, “t” indicate tables and “b” indicate boxes.’ A Abaqus software, 229t Active interactions, 31e32 p-Adaptive meshing, 270 Addition, 196e198 ADT. See Axiomatic design theory (ADT) Agros2D, 230te231t Air-quenching process, 425e430 for aluminum parts, 425f challenges of air-quenching simulation, 425e426 exemplifying outputs, 428 exemplifying results from parametric study, 428e430, 431fe432f simulation model, 426e428, 427f Airflow characterization, 426 ALE mesh. See Arbitrary Lagrangian Eulerian mesh (ALE mesh) Aleatory uncertainty, 485 Algebra function, 77e78 Allow penetration contact condition, 157, 158t Amount of computation, 49, 150, 211, 426 Analysis models dimensions of analysis model, 150e153 models with linear or nonlinear elements, 154 semisteady models, 154 single-or multiphysics, 153 steady models, 154 transient models, 154 types of, 149e155 what-if models and design studies, 154e155 Analytical method, 13e14 Analytical solution, 113e114 ANSYS software, 229t, 472be474b ADPL, 480 exemplifying analysis types in, 412t workbench, 233e234, 233f Antisymmetric matrix, 192 apply_BCs () in C1DSpringModel, 246, 251t Approximation approach, 22, 72e74 1-point approximation, 100 2-point approximation, 100e104 Arbitrary Lagrangian Eulerian mesh (ALE mesh), 436, 437f Architecture, 237 Aspect ratio, 52, 472be473b, 474f, 474b Assembling process, 35e36, 37t Attributes, 234e235, 238e239 Automatic meshing module, 268 Axiomatic design theory (ADT), 40e45 designer’s role in formulating FEA model, 45f example of coupled problem, 44f example of decoupled engineering problem, 43f for system complexity decomposition, 41f Axiomatic Design Theory, 4e5 Axisymmetric elements, models with, 153 B Back substitution, 205e206 Backward substitution, 207e208 Banded matrix, 192 BCs. See Boundary conditions (BCs) Beam elements, equivalent loads of, 167e171 Beam members, 47e48, 152 Bearings, 281 Benchmarking, 475e477 application, 488e489 for validation, 488e489, 489f Bernoulli’s equation, 385 Biot number, 366 “Bonded” contact condition, 158t, 269e270 Bottom-up approaches, 15e16, 16f Boundary conditions (BCs), 113e114, 122, 155e166, 426 applying, 233e234 of biomedical materials, 158be159b constraints in assembly, 157e159 contact conditions and examples, 158t on displacements of single object, 155e157 equivalent nodal loads, 160e166 and loads, 290e291, 291f on node of beam member, 156t on symmetric plane, 156be157b tools for, 270e273 in 2D domain, 160f 2D solid domain, 163be164b validation of, 480e483 Boundary element methods, 14e15 Boundary value problem, 122, 148 Bulky objects, 268, 268f C C1DPartDomain class, 247te249t C1DSpringModel class, 247te249t apply_BCs () in, 251t create_sys_model () in, 250t C3DPartDomain class, 259te260t C3DTrussElement class, 259te260t C3DTrussModel class, 259te260t C3DTrussNode class, 259te260t CAD. See Computer aided design (CAD) CAE. See Computer aided engineering (CAE) Calculation verification, 468e471, 469f, 469be471b CalculiX, 230te231t CALFEM. See Computer aided learning of finite element method (CALFEM) Calibration of FE model, 478 Cartesian CS, 62 CBoundaryDoF class, 239, 242, 242f CBoundaryLoad class, 239, 242, 242f CDomain class, 239, 241 subclasses, 241f CEigenSolver, 244 CElement class, 239, 243e244, 243f Central processing units (CPUs), 237 Centrifugal loads, 272t CEProperties class, 239, 244, 244f, 259te260t CEquivalenceSolver, 244 CEuivalenceSolver, 245 CFD. See Computational fluid dynamics (CFD) CFFixedDoF class, 247te249t 495Characteristic equation of system model, 212 Child class, 238e239 Circular patterns, models for, 153 Classes, 234e235, 238e239 for one-dimensional spring systems, 247te249t 3D truss systems, 256, 259te260t Clean-up process, 48e49, 49f Clutches, 281 CMaterial class, 239, 241 subclasses, 241f CModel class, 239e241 subclasses of root, 240f CMultiPointDOF, 242 CNode class, 239, 243, 243f Code Aster, 230te231t Code verification, 465e468, 466f, 467b, 468f, 468b Coefficient of friction (COF), 437e438, 448 Coherent multiphysics system, 407 Collocation methods, 124, 126 Commercial FEA packages, 228 Compatible mesh, 269e270, 269f Completeness condition, 475 Composite beam, 417f, 417b, 418f Computational methods, 13e14 Computational model, 463e464 Computational fluid dynamics (CFD), 379, 424 Computer aided design (CAD), 7, 13e14, 262, 478 commercial CAD/CAE software tooleSolidWorks, 262e275 model, 46 tool, 10e11 Computer aided engineering (CAE), 7, 11e14, 262, 479 commercial CAD/CAE software tooleSolidWorks, 262e275 tool to overcoming limitations of human designers, 12f Computer aided learning of finite element method (CALFEM), 230te231t Computer implementation commercial CAD/CAE software tooleSolidWorks, 262e275 computer programming, 227e237 of 1D spring systems, 245e246 applications of FEA program for, 246e256 static structure of FEA computer implementation, 239e245 of 3D truss systems, 256e262 UML for OOP, 238e239 Computer programming, 227e237 analysis types in ANSYSs workbench, 233f commercial and open access FEA packages, 228 computer programs, 228e234, 231f Matlab as programming language, 235e236 programming techniques, 234e235 system architecture, 237 Computers in engineering design, 7e11 characteristics of solution spaces and DV, 9t comparison of human designers and computers, 10t design activities types, 9t example of computer aided synthesis, 11f human designers and computers in engineering design, 8f Computing programs, 227 COMSOL Multiphysics software, 229t Concentrated load, 283 Conceptual model, 462 Conduction, 342e343 Conjugate heat transfer, 19, 421e430 air-quenching process, 425e430 numerical solution to, 422e424 Constraints in assembly, 157e159 Contact conditions and examples, 158t Contact model, 445 Continual models, 274 Continuity condition, 475 equations, 384, 421 Convection, 342 Convergence of energy, 475 study, 475 completeness condition, 475 continuity condition, 475 Coordinate systems (CS), 24e25, 61 GCS, 61e63, 63f LCS, 61e63, 63f natural CS, 69e72 transformation in one-diemsnional space, 64e65 in three-dimensional space, 68e69 in two-dimensional space, 65e67 types, 61e62, 62f Coordinate transformation, 63e69 coordinate transformation of GCS, 63e64 from LCS to GCS, 64e69 Coupled decomposition, 42 CPointLoad class, 247te249t CPostPro class, 239 CPostProc class, 245, 245f CPUs. See Central processing units (CPUs) Crack growth, 320e321 Crack initiation, 320e321 create_sys_model () in C1DSpring Model, 246, 250t CRs. See Customers requirements (CRs) CS. See Coordinate systems (CS) CSinglePointDoF, 242 CSolver class, 239, 244, 244f CSpringElement class, 245e246, 247te249t CSpringMaterial class, 245e246, 247te249t CSpringNode class, 245e246, 247te249t CSpringPostProc, 245 CTransSolver, 244 CTrussMaterial class, 259te260t Customers requirements (CRs), 1e3 Cylindrical CS, 62e63 D DAEs. See Differential algebraic equations (DAEs) Darcy’ law, 398e399 Data and data processing, 234e235 Deal. II, 230te231t Decomposition, 21, 23e24, 31, 46e56, 149 ADT, 41e45 FEA as problem-solving tool, 39e41, 40f mesh/meshing control, 55e56, 56fe57f and element types, 49e50 methods, 52e55 quality, 50e52 model preparation, 47e49, 48f 496 Indexmodular architecture of FEA code, 45e46 system complexity, 33e39 description, 31e32, 32f Decoupled decomposition, 42 Defeature, 47 Degrees of freedom (DoF), 268 Delaunay property, 54e55 triangulation, 54e55 Dependent variables, 32 Design analysis, 6e7, 11e13, 154e155 Design optimization, 275 Design parameters (DP), 41 Design problem, 3e4, 4t Design studies, 154e155 Design study in SolidWorks Simulation, 275 Design synthesis, 5e6, 6f, 11e13, 154e155 Design variable (DV), 4e5, 7, 32 Determinant of matrix, 193e195 Deterministic model, 273 Deviatoric stresses, 381, 386 Diagonal matrix, 190 Differential algebraic equations (DAEs), 407 Differential equations types, 132e135 Differentiation of matrix, 195 Dimensionless natural CS, 61, 94, 97e98 Dimensions of analysis model, 150e153 with 1D truss/beam elements, 152 with axisymmetric elements, 153 exemplified models by 1D or 2D elements, 151te152t for objects with symmetric plane(s) or circular patterns, 153 with plane stress/strain elements, 153 with shell elements, 152 Direct formulation, 116e118, 119t Direct methods, 22, 204 Direct Sparse, 274 Dirichlet BC, 160 Discrete models, 274 Discretization, 73, 462e463, 462f Distributed and unified numeric environment (DUNE), 230te231t Divide and conquer strategy, 14e15, 20e21, 25e26 DoF. See Degrees of freedom (DoF) DP. See Design parameters (DP) Drop test, 271t DUNE. See Distributed and unified numeric environment (DUNE) DV. See Design variable (DV) Dynamic analysis, 266, 271t Dynamic loads, characteristics of, 327t Dynamic models, 273e274 Dynamics behaviors, 37, 38f E EHL. See Elastohydrodynamic lubrication (EHL) Eigenvalue problems, 211e221 element modeling of, 142e145 rectangle element, 143e144 triangle element, 144e145 natural frequencies from subspace iteration, 216e219 PDEs for, 134e135 range of natural frequencies, 213e214 transformation method, 220e221, 222t transient problems, 222 Eigenvalue system, 311 Elastohydrodynamic lubrication (EHL), 437e449 case study, 441e449 friction characteristics and design factors, 438e440 mathematic models, 440e441 Electric circuit calculating voltage, 254t example, 253e255, 253f Elements, 20e21, 24e25 description, 61 coordinate transformation, 63e69 CS types, 61e62 GCS, 62e63 interpolation, 72e77 LCS, 62e63 natural CS and shape functions, 69e72 nodes and, 61 numerical integration, 97e106 one-dimensional quadratic and cubic elements, 77e84 in two-dimensional elements, 84e97 modeling process, 113, 233e234 of 2D equilibrium problems, 135e139 of 2D propagate problems, 139e141 differential equations types, 132e135 direct formulation, 116e118, 119t of eigenvalue problems, 142e145 governing equations of engineering problems, 113e116, 114te115t, 116f minimum potential energy principle, 118e122 weighted residual methods, 122e130 types, 49e50 validation, 480 Elliptic PDEs, 132e134 Elmer, 230te231t Endurance limit, 323 Energy conservation model, 386e388, 421e423 convergence of, 475 equation, 421 Engineering, 13 design process, 1e7 computers in, 7e11 design analysis, 6e7 design problem, 3e4, 4t design synthesis, 5e6, 6f implementation of solution, 7 solution space, 4e5, 5f steps and activities in design process, 2f governing equations of engineering problems, 113e116 judgment, 488 process, 1e3 Enthalpy, 387e388 Epistemic uncertainty, 485e488 Equilibrium problems, PDEs for, 133e134 Equivalent loads, 166e176 of beam elements, 167e171 determining vector of equivalent nodal loads, 173be174b loading conditions on cantilever beam, 170be171b reactional forces of beam under pressure, 167f of rectangle elements, 174e176 for transverse loads on beam, 170t of triangle elements, 171e174, 172f Index 497Equivalent nodal loads, 160e166 rectangle elements, 161e164, 162f triangle elements, 165e166 Error(s) quantification, 459e460 sources, 459e464 error quantification, 459e460 errors of idealization, 462e463 errors of mathematic models, 463e464, 464f errors of model or analysis types, 464 system inputs, 461 Essential boundary conditions (Essential BC), 122, 160, 481e483 Euler equations, 407 Euler parameter, values of, 367 Eulerian mesh, 436 Experimental methods, 13e14 Explicit models, 274 External loads, 154e155, 156be157b, 166. See also Equivalent loads F Failure diagnose, 20 Fast Finite Elements (FFEPlus), 274 Fasteners, 35e36, 47, 281 Fatigue analysis, 19, 37, 266, 271t, 320e334. See also Modal analysis case study of, 323e334 characteristics of dynamic loads, 327t dimensions of rod, 328t failure modes, stresses, and safety factors, 332t FEA simulation on new design, 329, 334t FEA simulation on original design, 327e329, 333t preparation of model data, 325e327 tie rod as two-force member, 331f verification of FEA simulation, 330e334 linear elastic fracture mechanics method, 321e322, 322f selection of fatigue analysis methods, 323 strain-life method, 321 stress-life method, 323 Fatigue failure, 271t, 321e322, 325f Fatigue strength, 323, 338e339 FBDs. See Free body diagrams (FBDs) FEA. See Finite element analysis (FEA) FEAP, 230te231t FEATool, 230te231t FEBio. See Finite elements for biomechanics (FEBio) FFEPlus. See Fast Finite Elements (FFEPlus) Finite difference methods, 14e15 Finite element analysis (FEA), 1, 13e20, 31, 97e98, 114e116, 187, 227, 262, 281e282, 410, 455, 460 advantages and disadvantages, 20, 21t applications, 17e20, 18f of FEA program for 1D spring systems, 246e256 approach, 61 CAE, 11e13 classification of mathematic models and application of modeling, 273f classification of problem solving tools, 12f, 13e15 commercial FEA packages, 228 computers in engineering design, 7e11 data and methods in procedure, 232f engineering design process, 1e7 general modeling procedure, 20e22, 21f, 23f hardware and software architecture, 237f methodology, 235 model, 33, 33f, 149 of heat transfer problems, 347e349 nodes and elements in, 354t preparing inputs for, 444 for structural analysis, 283, 283f modular architecture of FEA code, 45e46 open access FEA packages, 228, 230te231t organization of book, 23e26, 24f planning of V&V in modeling, 458e459, 458f as problem-solving tool, 39e41, 40f simulation on new design, 329, 334t on original design, 327e329, 333t simulation results of rod, 330f verification of, 330e334 software tools, 229t solutions, 455e456 static structure of FEA computer implementation, 239e245, 240f top-down and bottom-up approaches, 15e16 Finite elements, 15, 49 Finite elements for biomechanics (FEBio), 230te231t First law of thermodynamics, 341 Fixed geometry restraints, 158be159b, 272t Fixed Hinge restraints, 272t Flip algorithm, 55 Flow pressure (FP), 385 Flow simulation, 19, 271t Fluid flow, 380 Fluid mechanics, 26, 379, 435. See also Solid mechanics problems as branch of continuous mechanics, 380f energy conservation model, 386e388 groundwater problems, 398e401 mathematical models, 380e386 pipe network, 388e392, 389fe390f 2D incompressible and irrotational flow, 392e398, 394fe395f Fluid movement, 379 Fluid structural interaction (FSI), 19e20, 431e449 EHL, 437e449 governing equations of FSI, 434e436 fluid mechanics, 435 fluidestructure interactions, 435e436 structural dynamics, 434e435 mesh adaptation, 436e437 problem and discretized domains, 433f Force loads, 272t Forced airflow, 425 Forward iteration, 214 Forward reduction, 205 Forward substitution, 207 Fourier number, 366 Fourier’s law, 343 FP. See Flow pressure (FP) FR. See Functional requirements (FR) Frame members, 152 Free body diagrams (FBDs), 253, 459 Free-stream velocity, 394e398 FreeFem++, 230te231t Frequency analysis, 271t Friction 498 Indexcharacteristics and design factors, 438e440 normal loads, 439 shapes, 440 surface finish, 440 temperature, 440 viscosity, 439e440 from contact and fluid flow, 448 FSI. See Fluid structural interaction (FSI) Functional requirements (FR), 4e5, 31 G Galerkin methods, 26, 124, 129e130, 138 Gap-load curve determination, 445e446 Gaussian elimination, 204e206, 205be206b GausseLegendre integration, 101, 102t, 103be104b Generalization, 238e239 Geometric models, 478e479 Geometric shapes, 39 GetFEM++, 230te231t Global coordinate system (GCS), 61e63, 63f, 233e234 coordinate transformation from LCS to GCS, 64e69 coordinate transformation of, 63e64 Goodman’s equation, 332 Graphic methods, 13e14 Graphic user interfaces (GUIs), 262 Gravity, 272t Groundwater flow, 398e399 problems, 398e401 GUIs. See Graphic user interfaces (GUIs) H H-adaptive meshing, 270 h-refinement, 77e78 Heat conduction, 343 convection, 343 radiation, 344 transfer analysis, 19 Heat transfer, 341e342 boundary conditions in heat transfer problems, 346f examples in applications, 342f FEA modeling of heat transfer problems, 347e349 governing equations of, 342e346 conduction, 343 heat convection, 343 heat radiation, 344 mathematic models, 344e346 1D steady heat transfer problems, 349e354, 350f, 352f problems, 26 transient heat transfer problems, 366e374, 368f, 370f 2D steady heat transfer problems, 355e365 Heat transfer coefficient (HTC), 426 Helmholtz equation, 142 Hermes Project, 230te231t HTC. See Heat transfer coefficient (HTC) Human designers, 11 Hybrid mesh, 49e50 Hyperbolic PDEs, 132 I Idealization, 47e48 errors of, 462e463 of solid model, 232e233 Identity matrix, 190 IGES. See Initial Graphics Exchange Specification (IGES) Immovable restraints, 272t Implicit models, 274 Incompatible mesh, 269e270, 269f Incremental algorithm, 55 Independent variables, 22, 32 Inertia loads, 327t Information subsystem, 4e5 Information technology (IT), 12e13, 234e235 Initial Graphics Exchange Specification (IGES), 264t Insulated boundary, 346 Integral operation over one-dimensional domain, 98e104 integral using 1-point approximation, 100 integral using 2-point approximation, 100e104 over two-dimensional domain, 104e106 Integration integrated design, 7, 9t integrated engineering analysis environment, 25e26 of matrix, 195e196 Interfaces at contacts, 34e35 Interference detection tool, 268e269 Interpolation, 72e77 example of state variables, 73t in one-dimensional linear element, 74e77 Taylor expansion, 73e74 in two-dimensional elements, 84e97 Intrinsic energy, 387 Inverse iteration, 214, 215t Irreducible uncertainty, 485 IT. See Information technology (IT) Iterative methods, 204, 208e211, 210be211b J Jacobi’ method, 210 Jacobian check, 52, 54f Jacobian ratio, 52 Kk-ε model, 423e424 Kinetic energy (KE), 385 Kronecker delta, 381 L Lagrange interpolation functions, 84 Lagrange’s equation, 313 Lagrangian mesh, 436 Large Problem Direct Sparse (LPDS), 274 Lattice analogy, 17 Law of heat conduction, 343 Laws of thermodynamics, 341 LCS. See Local coordinate system (LCS) Least square methods, 124, 128e129 Linear elastic fracture mechanics method, 321e322, 322f Linear elements, models with, 154 Linear model(s), 273 analysis, 18 Linear system model, 203e204 Linear truss member, 287 Load-sharing principle, 447 Local coordinate system (LCS), 61e63, 63f, 120 Index 499Local coordinate system (LCS) (Continued) coordinate transformation from LCS to GCS, 64e69 2D beam member in, 314e315, 314f 2D truss member in, 312e314, 313f Local mesh control, 268 LPDS. See Large Problem Direct Sparse (LPDS) LS-DYNA software, 229t LU decomposition, 206e208, 208b M Maclaurin series. See also Taylor expansion Manufacturing process, analysis of, 19 MasoneCoffin relation of fatigue life, 321 Mass conservations, 421 equation, 382e384 in internal fluid flow, 383f Materials, 478 library, 264e266, 266f Web Portal, 266 Mathematic/mathematical models, 25, 344e346, 380e386, 440e441 errors of, 463e464, 464f mass conservation equation, 382e384, 383f momentum conservation equation, 384e386 Matlab, 245 as programming language, 235e236 Matrices, 187e203 computation in matrix manipulation, 211, 212t operations, 196e203 addition, 196e198 multiplication by scalar, 200 partition of matrix, 202e203 product of matrices, 201 subtraction, 196e198 transpose of combined matrices, 198e200 transpose of matrix with product of scalar, 201 transpose of product of two matrices, 202 properties, 192e196 determinant of matrix, 193e195 differentiation of matrix, 195 integration of matrix, 195e196 trace of matrix, 193 transpose of matrix, 192e193 types, 190e192, 191f Mechanical design, 26, 281 Mechanical subsystem, 4e5 Mesh adaptation, 436e437 control, 55e56, 56fe57f quality, 50e52 refinement, 270 types, 49e50, 50f, 51t Meshing, 232e233 methods, 52e55, 53t process, 47, 49 verification, 471e474, 472f, 472be474b Minimum potential energy methods, 22 principle, 118e122 Minor’s Rule, 323, 332e333 Modal analysis, 19, 311e319. See also Fatigue analysis examples of products, 312f, 320f modeling of 2D frame element, 315e316 2D beam member in LCS, 314e315, 314f of 2D structure with frame members, 317e319 2D truss member in LCS, 312e314, 313f Modal validation, 478e484 assembly of parts or components, 480 assembly verification, 481fe482f of boundary conditions, 480e483 detailed features, 479 of element types, 480 geometric models, 478e479 materials, 478 singularity of fixed supports, 484, 484f symmetry, 483, 483f Model data preparation, 325e327 Model template, 149 Model tuning, 478 Model updating, 478 Modular programming, 234e235 Module-based design, 15 Momentum conservations, 421 equation, 384e386 Momentum equation, 421 Monolithic approach, 410 Monolithic method, 433 Multiphysics, 153 problems, 37e38, 38f simulation, 26 systems, 407 classification of, 410f conjugate heat transfer, 421e430 FSI, 431e449 mathematic models, 407e409 simulation models of multiphysics systems, 410e411 structural-thermal analysis, 412e420 Multiplication by scalar, 200 N NASA Structural Analysis (NASTRAN), 17 Nastran software, 229t Natural BC, 122, 160 Natural CS, 69e72 two-dimensional linear triangle element under, 94e95 Natural frequencies range, 213e214 from subspace iteration, 216e219 NaviereStokes equations, 379, 407, 422e423 Neumann boundary conditions, 160, 480e481 Newton’s law, 343 Newtonian fluid flow, 382, 439e440 “No penetration” contact condition, 157, 158t, 158be159b, 269e270 Nodes, 20e21, 61 Nominal load, 327t Non-Newtonian fluid flow, 382, 439e440 Nonlinear analysis, 271t Nonlinear elements, models with, 154 Nonlinear fluid flow, 382 Nonlinear model, 18, 273 Nonlinear system model, 203e204 Normal loads, 439 Null matrix, 190 Numerical algorithm adequacy verification, 467 property verification, 467 Numerical integration, 97e106 integral operation over two-dimensional domain, 104e106 integral over one-dimensional domain, 98e104 500 IndexNumerical methods, 13e15, 236 Numerical simulation, 113e114, 467 Numerical solution to conjugate heat transfers, 422e424 O Object Oriented Finite EleMent solver (OOFEM), 230te231t Object-oriented approach (OO approach), 25e26 Object-oriented programming (OOP), 227, 234e235, 241 procedural programming vs., 236t UML for, 238e239 ODE. See Ordinary differential equation (ODE) One-dimension (1D) CS transformation in one-dimensional space, 64e65 cubic elements, 77e78, 83e84 integral over one-dimensional domain, 98e104 interpolation in one-dimensional linear element, 74e77 models with 1D truss/beam elements, 152 quadratic elements, 77e83 spring systems, 245 applications of FEA program for, 246e256 apply_BCs () in C1DSpringModel, 251t computer implementation of, 245e246 create_sys_model () in C1DSpringModel, 250t definition of classes for, 247te249t displacement of spring assemblage, 252t electric circuit example, 253e255, 253f equivalent stiffness coefficient (k) of physical systems, 251t example, 246e253 pipe flow network example, 255e256, 255f spring assemblage example, 252f steady heat transfer problems, 349e354, 350f, 352f system models from 1D elements, 176e179 OO approach. See Object-oriented approach (OO approach) OOFEM. See Object Oriented Finite EleMent solver (OOFEM) OOP. See Object-oriented programming (OOP) Open access FEA packages, 228 OpenFOAM, 230te231t Operation forces, 327t Optimization, 275 Order of PDE, 132 Ordinary differential equation (ODE), 475e476 Original design, 7, 9t Overload failure, 320e321 Pp -refinement, 77e78 Parabolic PDEs, 132 Parameter calibration, 478 Parametric design, 7, 9t Parent class, 238e239 Partial differential equations (PDEs), 15, 39e40, 113, 122, 132, 132t, 475e476, 485e488 exacting and weak solutions to, 122e123 types, 132e135 for eigenvalue problems, 134e135 for equilibrium problems, 133e134 for propagation problems, 134 Partition of matrix, 202e203 Partitioned approach, 410 Partitioned matrix, 192 Partitioned method, 433 Passive interactions, 31 PE. See Potential energy (PE) Phreatic zone, 398e399 Pipe flow network example, 255e256, 255f Pipe network, 388e392, 389fe390f Plane strain, 299e300 dam as plane strain model, 309f examples of parts, 308f problems, 306e311 stress state in plane strain model, 308f Plane stress, 299e306, 300fe301f, 303f, 306f, 311b models with plane stress/strain elements, 153 Poisson effect, 484 Poisson equations, 114e116, 116f Postprocessing phase, 22, 228e232, 275 Potential energy (PE), 384e385 Potential function, 393 Power method, 214, 216, 220 Preprocessing phase, 22, 228e234 Pressure, 272t Probabilistic model, 273 Probability Bound, 486b Problem solving tools classification of, 12f, 13e15 FEA as, 39e41, 40f Procedural programming, 234e235 OOP vs., 236t Processing phase, 22, 228e232 Product of matrices, 201 Programming techniques, 234e235 evolution, 234f Propagation problems, PDEs for, 134 Q Quenching processes, 19 R Radiation, 342 Random access memory (RAM), 274 RANS equations. See Reynolds Averaged NaviereStokes equations (RANS equations) Rayleigh quotient, 213e214 Rectangle element(s), 161e164, 162f. See also Triangle element eigenvalue problems, 143e144 equivalent loads of, 174e176 modeling of, 357e360 2D equilibrium problems, 136e138 Redesign, 7, 9t Reducible uncertainty, 485e488 Remote loads, 272t Remote restraints, 272t Residual, 123 Residual function (R(x)), 122e123 Reynold’s equation, 441 Reynolds Averaged NaviereStokes equations (RANS equations), 423 Reynolds number, 388e389 RFEM software, 229t Roller/Sliding, 272t “Roller” condition, 158be159b Routine design, 7, 9t Index 501S Saturated zone, 398e399 Scalar, 188 multiplication by, 200 transpose of matrix with product of, 201 Second law of thermodynamics, 341 Selection design, 7, 9t of fatigue analysis methods, 323, 324t Semisteady models, 154 Sensitivity analysis, 488 study, 488 Shafts, 281 Shape(s), 440 functions, 69e72, 80e83, 81be83b, 86, 143, 161, 165, 475 utilities, 233e234 Shear modulus, 285 Shear stress, 379 Shear thinning, 440 Shell elements, models with, 152 Shrink fit contact condition, 157, 158t SimScale, 230te231t Simulation models of multiphysics systems, 410e411 Single-physics, 153, 408 Singularity of fixed supports, 484, 484f Sleipner-A oil platform, 455, 456f Small-or medium sized enterprises (SMEs), 20 SeN curve. See Strengthenumber of cycles (SeN curve) Solid mechanical problems, 26. See also Fluid mechanics fatigue analysis, 320e334 modal analysis, 311e319 structural analysis, 282e311, 282fe283f plane strain problems, 306e311, 308fe309f plane stress, 299e306, 300fe301f, 303f, 306f, 311b truss structures, 286e299 SolidWork(s), 472be474b analysis types, 270, 271t CAD/CAE interface, 262e264 commercial CAD/CAE software tool, 262e275 design optimization, 275 displacement boundary conditions for structural analysis, 272t file formats compatible to, 265f formats of solid models, 264t loads boundary conditions for structural analysis, 272t materials library, 264e266, 266f meshing tool, 268e270 postprocessing, 275 Simulation software, 229t SolidWorks/simulation for FEA, 263f solvers to FEA models, 273e274 tools for boundary conditions, 270e273 Solution control, 233e234 space, 4e5, 5f, 7 Solvers to FEA models, 273e274 Spatial discretization, 410 Spherical CS, 62 “Split line”, 479, 479f Spring assemblage displacement of, 252t, 257t, 261t example, 252f Spring system example, 246e253 State variables, 407 Static analysis, 45e46, 203, 271t, 292be294b, 295f, 311b, 327e328, 330 Static models, 273e274 Static structure, 238 of FEA computer implementation, 239e245, 240f CBoundaryDoF class, 242, 242f CBoundaryLoad class, 242 CDomain class, 241 CElement class, 243e244, 243f CEProperties class, 244, 244f CMaterial class, 241 CModel class, 239e241 CNode class, 243, 243f CPostProc class, 245, 245f CSovler class, 244, 244f Statistical turbulence models, 423 Steady models, 154 Steady-state model. See Static models Steady-state transfer, 19 STEP files, 264t STereoLithography (STL), 264t Strain-life method, 321 Stream function, 392 Strengthenumber of cycles (SeN curve), 266, 267f, 323, 326 in finite element analysis, 326f Stress-life method, 323 Stribeck curve, 438e439, 439f Strong-coupling, 153, 411 Strongly coupled partitioned system, 410 Structural analysis, 18, 282e311, 282fe283f displacement boundary conditions for, 272t loads boundary conditions for, 272t plane strain problems, 306e311, 308fe309f plane stress, 299e306, 300fe301f, 303f, 306f, 311b truss structures, 286e299 Structural design, 282 Structural dynamics, 434e435 Structural-thermal analysis, 412e420 modeling of 2D frame members, 415e420, 415f structural analysis under thermal load, 412e415 thermal-stress analysis applications, 413f Structured mesh, 49e50 Structures, 234e235 Subdomain methods, 124, 127 Subspace method, 220 Subtraction, 196e198 Supermatrix, 192 Surface finish, 440 Surface force, 283 Symmetric matrix, 191 Symmetric plane(s) BCs on, 156be157b models for objects with, 153 Symmetry, 483, 483f restraints, 272t System analysis and modeling assembling system models, 176e182 BCs, 155e166 equivalent loads, 166e176 FEA, 149 types of analysis models, 149e155 users’ inputs for model types, boundary conditions and loads, 150f System architecture, 237 502 IndexSystem boundaries, clarification of, 34e35 System complexity, 23e24, 33e39 assembling process, 35e36, 37t dynamics, 37, 38f geometric shapes, 39 multiphysics problems, 37e38, 38f uncertainties, 34e35, 34fe36f System description, 31e32, 32f System inputs, 461 System model(s), 32, 216 assembling, 176e182 from 1D elements, 176e179 solutions to eigenvalue problems, 211e221 FEA, 187 matrices, 187e203 solutions to system of linear equations, 203e211 tensors, 187e203 vectors, 187e203 system parameters and load conditions of elements, 178t 2D element, 179e182 System modeling, 25, 233e234 System of linear equations, solutions to, 203e211 computation in matrix manipulation, 211, 212t Gaussian elimination, 204e206, 205be206b iterative methods, 208e211, 210be211b LU decomposition, 206e208, 208b System parameters, 32, 34e35 T Taylor expansion, 73e74, 123 Taylor exploration, 72e73 Taylor series, 73, 78, 100 Taylor’s theorem, 74 Temperature, 440 Tensors, 187e203, 188f Thermal analysis, 271t Thermal load, structural analysis under, 412e415 Thermodynamics, 341 Thin objects, 268 Third law of thermodynamics, 341 Three-dimension (3D) CS transformation in three-dimensional space, 68e69 model, 150 truss system computer implementation of, 256e262 definition of classes, 256, 259te260t displacement of spring assemblage, 261t example of, 256e262, 261f static structure of C3DTrussModel for, 256 static structure of FEA computer implementation, 258f Tie rods, 325e326, 331 characteristics of dynamic load on, 327f material properties of, 326t parametric representation of, 328f Time increments, 410 integrators, 410 time-dependent problems, 211 Tonsorial definition of strain rates, 381 Top-down approaches, 15e16, 16f Trace of matrix, 193 Transformation method, 220e221, 222t Transient heat transfer, 19 problems, 366e374, 368f, 370f Transient models, 154 Transient problems, 222 Transpose of combined matrices, 198e200 of matrix, 192e193 with product of scalar, 201 of product of two matrices, 202 Triangle element(s), 165e166. See also Rectangle element eigenvalue problems, 144e145 equivalent loads of, 167e171, 172f modeling of triangular elements, 360e362 2D equilibrium problems, 138e139 Triangular matrix, 191 Truss elements, 286e290 Truss members, 152, 290, 294f assigning structural members as, 295f Truss structures, 286e299, 286f, 293f, 297f applying displacement boundary conditions and load on, 298f boundary conditions and loads, 290e291, 291f deflection of three-dimensional truss structure, 299f examples, 292e299 joints in, 291f meshing of three-dimensional truss structure, 299f from reference nodes and planes, 298f truss elements, 286e290 Turbulent viscosity, 423e424 Two-dimension (2D) CS transformation in two-dimensional space, 65e67 heat transfer finite element analysis model, 364t integral operation over two-dimensional domain, 104e106, 105be106b incompressible and irrotational flow, 392e398, 394fe395f interpolation in two-dimensional elements, 84e97 two-dimensional linear triangle element, 90e93, 91be93b two-dimensional linear triangle element under natural CS, 94e95 two-dimensional quadratic rectangle element, 87e89 two-dimensional quadratic triangle element, 95e97 two-dimensional rectangle elements, 84e87 linear triangle element, 90e93 under natural CS, 94e95 quadratic rectangle element, 87e89 quadratic triangle element, 95e97 rectangle elements, 84e87 beam member in LCS, 314e315 element modeling of 2D equilibrium problems, 135e139 rectangle element, 136e138 triangle element, 138e139 element modeling of 2D propagate problems, 139e141 incompressible and irrotational flow, 392e398, 394fe395f modeling of 2D frame element, 315e316 members, 415e420, 415f steady heat transfer problems, 355e365 example, 362e365, 363f, 363be365b modeling of rectangle elements, 357e360 Index 503Two-dimension (2D) (Continued) modeling of triangular elements, 360e362 structure with frame members, 319b boundary conditions on, 318f modal analysis of, 317e319 vibration modes of structure, 319f system models from2D element, 179e182 truss member in LCS, 312e314, 313f U Uncertainties, 34e35, 34fe36f quantification, 485e488, 487be488b Uncoupled decomposition, 42 Unified modeling language (UML), 238 for OOP, 238e239 Unstructured mesh, 49e50 Unstructured programming, 234e235 V V&V. See Verification and validation (V&V) Validation, 456e457, 477e489, 477f benchmarking for, 488e489, 489f engineering judgment, 488 modal validation, 478e484 sensitivity study, 488 uncertainty quantification, 485e488, 487be488b Vectors, 187e203 Verification, 456e457, 464e477 benchmarking, 475e477 calculation verification, 468e471, 469f, 469be471b code verification, 466e468, 466f, 467b, 468f, 468b convergence study, 475 at different modeling stages, 465f meshing verification, 471e474, 472f, 472be474b subjects in finite element analysis model, 465f Verification and validation (V&V), 15, 26, 455e457 difference of, 458t in numerical simulation, 457f planning in FEA modeling, 458e459, 458f sources of errors, 459e464 validation, 477e489, 477f verification, 464e477 Vibrating membrane, 179be182b Virtual Reality Modelling Language (VRML), 264t Virtual wall contact condition, 157, 158t Viscosity, 439e440 VisualFEA Software, 230te231t Volume force, 283 W Weak-coupling, 153, 411 Wedge-film lubrication, 441f Weighted residual method(s), 22, 122e130 comments on, 130, 131t exacting and weak solutions to PDEs, 122e123 procedure to finding approximated solution, 123e124 variety of, 124e129 collocation method, 126 Galerkin method, 129 least-squares method, 128e129 subdomain method, 127 Weldments, 292be297b What-if models, 154e155 simulation, 154e155 Wind forces, 327t Y Young’s module, 440 Z Zeroth law of thermodynamics, 341 “Zig-zagging” process, 41e42
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