What is included with this book?
Introduction-The Evolutive Finite Element Method | p. 1 |
Brief Review of the Features of Finite Element Method | p. 1 |
Finite Element Method and Variational Principles | p. 3 |
Research Areas of FEM | p. 5 |
Advances in FEM and Outline of This Book | p. 6 |
References | p. 9 |
Advances in Variational Principles | |
The Sub-Region Variational Principles | p. 15 |
Introduction | p. 15 |
The Sub-Region Variational Principle for Elasticity | p. 16 |
The Sub-Region Variational Principle for Elastic Thin Plate | p. 28 |
The Sub-Region Variational Principle for Elastic Thick Plate | p. 40 |
The Sub-Region Variational Principle for Elastic Shallow Shell | p. 51 |
The Sub-Region Mixed Energy Partial Derivative Theorem | p. 58 |
References | p. 64 |
Variational Principles with Several Adjustable Parameters | p. 66 |
Introduction | p. 66 |
Several Pattens of Functional Transformation | p. 67 |
Generalized Variational Principle Involving Several Adjustable Parameters | p. 75 |
Variable-Substitution-Multiplier Method | p. 83 |
References | p. 85 |
Advances in Finite Element Method-Generalized Conforming Elements | |
Generalized Conforming Element Theory | p. 89 |
Introduction | p. 89 |
Conforming and Nonconforming Elements-Some Consideration about "Conforming" | p. 90 |
The First Pattern of Generalized Conforming Element-Replacing Nodal Conforming by Line Conforming Conditions | p. 91 |
The Variational Basis of Generalized Conforming Element-Duality | p. 94 |
The Synthesis of Energy Method and Weighted Residual Method-Flexibility | p. 97 |
The Convergence of Generalized Conforming Element | p. 99 |
References | p. 99 |
Generalized Conforming Thin Plate Element I-Introduction | p. 101 |
Introduction | p. 101 |
The Generalized Conforming Conditions and Their Equivalent Forms for Thin Plate Elements | p. 102 |
General Formulations of the Generalized Conforming Thin Plate Elements | p. 105 |
Several Construction Schemes of the Generalized Conforming Thin Plate Elements | p. 107 |
A Collection of the Recent Generalized Conforming Thin Plate Elements | p. 111 |
References | p. 118 |
Generalized Conforming Thin Plate Element II-Line-Point and SemiLoof Conforming Schemes | p. 120 |
Line Conforming Scheme-Elements TGC-9 and TGC-9-1 | p. 120 |
Line-Point Conforming Scheme-Rectangular Elements | p. 130 |
Line-Point Conforming Scheme-Triangular Elements | p. 146 |
Super-Basis Line-Point Conforming Scheme-Elements GCIII-R12 and GCIII-T9 | p. 155 |
Super-Basis Point Conforming Scheme-Elements MB1-T9 and MB2-T9 | p. 164 |
SemiLoof Conforming Scheme | p. 167 |
References | p. 174 |
Generalized Conforming Thin Plate Element III-Perimeter-Point and Least-Square Conforming Schemes | p. 176 |
Perimeter-Point Conforming Scheme-Elements LR 12-1 and LR 12-2 | p. 176 |
The Application of Perimeter Conforming Conditions-Verification for the Convergence of the Element ACM | p. 181 |
Super-Basis Perimeter-Point Conforming Scheme-Verification and Improvement of the Element BCIZ | p. 187 |
Least-square Scheme-Elements LSGC-R 12 and LSGC-T9 | p. 198 |
References | p. 202 |
Generalized Conforming Thick Plate Element | p. 203 |
Summary of the Thick Plate Theory | p. 203 |
Comparison of the Theories for Thick Plates and Thin Plates | p. 215 |
Thick/Thin Beam Element | p. 232 |
Review of Displacement-based Thick/Thin Plate Elements | p. 235 |
Generalized Conforming Thick/Thin Plate Elements (1) -Starting with Assuming ($$, ¿) | p. 237 |
Generalized Conforming Thick/Thin Plate Elements (2) -Starting with Assuming (w, ¿) | p. 249 |
Generalized Conforming Thin/Thick Plate Elements -From Thin to Thick Plate Elements | p. 260 |
References | p. 266 |
Generalized Conforming Element for the Analysis of the Laminated Composite Plates | p. 268 |
Introduction | p. 268 |
Fundamental Theory | p. 270 |
New Element CTMQ20 for the Analysis of Laminated Composite Plates | p. 275 |
The Hybrid-Enhanced Post-Processing Procedure for Element Stresses | p. 286 |
Vibration Analysis of Laminated Composite Plates | p. 290 |
Numerical Examples | p. 292 |
References | p. 301 |
Generalized Conforming Element for the Analysis of Piezoelectric Laminated Composite Plates | p. 304 |
Introduction | p. 304 |
The First-Order Shear Deformation Theory of Piezoelectric Laminated Composite Plate | p. 306 |
New Piezoelectric Laminated Composite Plate Element CTMQE | p. 309 |
The "Partial Hybrid" -Enhanced Post-Processing Procedure for Element Stresses | p. 314 |
Numerical Examples | p. 318 |
References | p. 323 |
Generalized Conforming Membrane and Shell Elements | p. 325 |
Introduction | p. 325 |
Generalized Conforming Isoparametric Membrane Element | p. 326 |
Membrane Elements with Drilling Freedoms-Definition of the Drilling Freedom and the Corresponding Rectangular and Quadrilateral Elements | p. 334 |
Membrane Elements with Drilling Freedoms-Triangular Elements | p. 346 |
Flat-Shell Element-Triangular Thick/Thin Shell Element GMST 18 | p. 357 |
Shallow Shell Element-Variational Principle and Membrane Locking Problem | p. 370 |
Shallow Shell Element-Triangular Element SST21 with Mid-Side Nodes | p. 375 |
Shell Element for Geometrically Nonlinear Analysis -Triangular Flat-Shell Element GMST 18 | p. 382 |
Shell Element for Geometrically Nonlinear Analysis -Rectangular Shallow Shell Element SSR28 | p. 386 |
References | p. 398 |
Other Advances in Finite Element Method | |
Sub-Region Mixed Element I-Fundamental Theory and Crack Problem | p. 405 |
Review of the Sub-Region Mixed Element Method | p. 405 |
Basic Equations of the Sub-Region Mixed Element Method | p. 408 |
2D Crack Problem | p. 411 |
Cracked Thick Plate Problem | p. 418 |
Surface Crack Problem in a 3D Body | p. 426 |
References | p. 435 |
Sub-Region Mixed Element II- V-Notch Problem | p. 438 |
Introduction | p. 438 |
Plane V-Notch Problem | p. 438 |
Plane V-Notch Problem in a Bi-Material | p. 450 |
Anti-Plane V-Notch Problem in a Bi-Material | p. 457 |
V-Notch Problem in Reissner Plate | p. 463 |
3D V-Notch Problem | p. 481 |
References | p. 493 |
Analytical Trial Function Method I-Membrane and Plate Bending Elements | p. 495 |
Recognition of the Analytical Trial Function Method | p. 495 |
4-Node Membrane Elements Based on the Analytical Trial Function Method | p. 498 |
Avoiding Trapezoidal Locking Phenomenon by ATF Elements | p. 500 |
The Basic Analytical Solutions of the Thick Plate Theory and ATF Elements Free of Shear Locking | p. 504 |
Development of Quadrilateral Thin-Thick Plate Element Based on the Analytical Trial Function Method | p. 506 |
Analytical Trial Function Method for Developing a Triangular Thick Plate Element Based on a Thin Plate Element | p. 510 |
References | p. 516 |
Analytical Trial Function Method II-Singular Elements with Crack and Notch | p. 518 |
Introduction | p. 518 |
The Basic Analytical Solutions of the Plane Crack Problem | p. 519 |
Element ATF-MS with Crack Formulated by the Analytical Trial Function Method | p. 523 |
Error Analysis of Element ATF-MS with Crack | p. 525 |
Analysis of Zero Energy Mode in Element and in Structural System | p. 529 |
The Basic Analytical Solutions of the Plane Notch Problem | p. 535 |
Element ATF-VN with Notch Formulated by the Analytical Trial Function Method | p. 538 |
Error Analysis of Element ATF-VN with Notch | p. 542 |
References | p. 545 |
Quadrilateral Area Coordinate Systems, Part I-Theory and Formulae | p. 546 |
Introduction | p. 546 |
The Isoparametric Coordinate Method and the Area Coordinate Method | p. 547 |
Two Shape Characteristic Parameters of a Quadrilateral | p. 549 |
The Definition of Quadrilateral Area Coordinates (QACM-I) | p. 553 |
Two Identical Relations Among Area Coordinates (QACM-I) | p. 556 |
Transformation Relations Between the Area Coordinate System (QACM-I) and the Cartesian or Isoparametric Coordinate System | p. 558 |
Differential Formulae (QACM-I) | p. 560 |
Integral Formulae (QACM-I) | p. 562 |
The Proof of the Basic Formulae (A) and (B) (QACM-I) | p. 565 |
The Proof of the Basic Formulae (C) (QACM-I) | p. 569 |
The Quadrilateral Area Coordinate System with Only Two Components (QACM-II) | p. 570 |
References | p. 580 |
Quadrilateral Area Coordinate Systems, Part II-New Tools for Constructing Quadrilateral Elements | p. 582 |
Introduction | p. 582 |
Sensitivity Analysis of Isoparametric Elements to Mesh Distortion | p. 583 |
Brief Review of the Finite Element Models Formulated by Quadrilateral Area Coordinate Methods | p. 586 |
4-Node Quadrilateral Membrane Elements Formulated by the Area Coordinate Method | p. 589 |
Geometrically Nonlinear Analysis Using Element AGQ6-I | p. 601 |
Quadrilateral Membrane Elements with Drilling Degrees of Freedom Formulated by the Area Coordinate Method | p. 606 |
8-Node Quadrilateral Membrane Elements Formulated by the Area Coordinate Method | p. 613 |
Quadrilateral Thick Plate Element Formulated by the Area Coordinate Method | p. 620 |
Quadrilateral Thick Plate Element Formulated by the Area Coordinate Method | p. 628 |
Quadrilateral Laminated Composite Plate Element Formulated by the Area Coordinate Method | p. 635 |
References | p. 637 |
Spline Element I-Analysis of High-Rise Building Structures | p. 641 |
Introduction | p. 641 |
Spline Beam Elements | p. 642 |
Spline Plane Membrane Elements | p. 646 |
Analysis of Shear Wall Structures by Spline Elements | p. 648 |
Analysis of Frame-Tube Structures by Spline Elements | p. 655 |
References | p. 661 |
Spline Element II-Analysis of Plate/Shell Structures | p. 663 |
Spline Elements for Thin Plate Bending | p. 663 |
Spline Elements for Thick/Thin Beam and Plate | p. 665 |
Spline Elements for Shallow Shell | p. 670 |
Spline Elements for Thick/Thin Shell | p. 672 |
Spline Elements for Geometrically Nonlinear Analysis | p. 681 |
References | p. 689 |
Concluding Remarks | p. 691 |
Seven New Achievements in the Finite Element Method | p. 691 |
Five New Element Series with 108 New Element Models | p. 693 |
New Solution Strategies for Five Challenging Problems | p. 699 |
References | p. 700 |
Appendix | p. 703 |
The equivalent equation of the functional stationary condition (2-45) | p. 703 |
The node conditions derived from the stationary condition (2-77) | p. 704 |
l1j and ¿1j in Eq. (13-137) | p. 705 |
s1j and t1j in Eq. (13-144) | p. 706 |
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