56,95 €
56,95 €
inkl. MwSt.
Sofort per Download lieferbar
28 °P sammeln
56,95 €
Als Download kaufen
56,95 €
inkl. MwSt.
Sofort per Download lieferbar
28 °P sammeln
Jetzt verschenken
Alle Infos zum eBook verschenken
56,95 €
inkl. MwSt.
Sofort per Download lieferbar
Alle Infos zum eBook verschenken
28 °P sammeln
- Format: PDF
- Merkliste
- Auf die Merkliste
- Bewerten Bewerten
- Teilen
- Produkt teilen
- Produkterinnerung
- Produkterinnerung
Bitte loggen Sie sich zunächst in Ihr Kundenkonto ein oder registrieren Sie sich bei
bücher.de, um das eBook-Abo tolino select nutzen zu können.
Hier können Sie sich einloggen
Hier können Sie sich einloggen
Sie sind bereits eingeloggt. Klicken Sie auf 2. tolino select Abo, um fortzufahren.
Bitte loggen Sie sich zunächst in Ihr Kundenkonto ein oder registrieren Sie sich bei bücher.de, um das eBook-Abo tolino select nutzen zu können.
This book illustrates how MATLAB compact and powerful programming framework can be very useful in the finite element analysis of solids and structures. The book shortly introduces finite element concepts and an extensive list of MATLAB codes for readers to use and modify. The book areas range from very simple springs and bars to more complex beams and plates in static bending, free vibrations and buckling problems.
- Geräte: PC
- ohne Kopierschutz
- eBook Hilfe
- Größe: 5.63MB
Andere Kunden interessierten sich auch für
- Antonio J. M. FerreiraMATLAB Codes for Finite Element Analysis (eBook, PDF)65,95 €
- Horst WerkleFinite Elements in Structural Analysis (eBook, PDF)52,95 €
- Introduction to Finite Element Analysis (eBook, PDF)81,95 €
- Weimin HanPlasticity (eBook, PDF)65,95 €
- Valery A. SvetlitskyEngineering Vibration Analysis (eBook, PDF)73,95 €
- Zoltan NagyNumerical Approaches To 3D Magnetic MEMS (eBook, PDF)36,99 €
- Eugenio OñateStructural Analysis with the Finite Element Method. Linear Statics (eBook, PDF)40,95 €
-
-
-
This book illustrates how MATLAB compact and powerful programming framework can be very useful in the finite element analysis of solids and structures. The book shortly introduces finite element concepts and an extensive list of MATLAB codes for readers to use and modify. The book areas range from very simple springs and bars to more complex beams and plates in static bending, free vibrations and buckling problems.
Dieser Download kann aus rechtlichen Gründen nur mit Rechnungsadresse in A, B, BG, CY, CZ, D, DK, EW, E, FIN, F, GR, HR, H, IRL, I, LT, L, LR, M, NL, PL, P, R, S, SLO, SK ausgeliefert werden.
Produktdetails
- Produktdetails
- Verlag: Springer-Verlag GmbH
- Seitenzahl: 235
- Erscheinungstermin: 6. November 2008
- Englisch
- ISBN-13: 9781402092008
- Artikelnr.: 37339201
- Verlag: Springer-Verlag GmbH
- Seitenzahl: 235
- Erscheinungstermin: 6. November 2008
- Englisch
- ISBN-13: 9781402092008
- Artikelnr.: 37339201
1 Short introduction to MATLAB . 1 1.1 Introduction . . . . . . . . 1 1.2 Matrices . 1 1.3 Operating with matrices . . . . . . . . 2 1.4 Statements . . . . . . . . . 3 1.5 Matrix functions . . . . 3 1.6 Conditionals, if and switch. . . . . . 4 1.7 Loops: for and while . 5 1.8 Relations . 6 1.9 Scalar functions . . . . . 7 1.10 Vector functions . . . . . 8 1.11 Matrix functions . . . . 9 1.12 Submatrix 10 1.13 Logical indexing . . . . . 12 1.14 M-files, scripts and functions . . . . 13 1.15 Graphics . 14 1.15.1 2D plots . . . . . 14 1.15.2 3D plots . . . . . 16 1.16 Linear Algebra . . . . . . 16 2 Discrete systems . . . . . . . 21 2.1 Introduction . . . . . . . . 21 2.2 Springs and bars . . . . 21 2.3 Equilibrium at nodes . 22 2.4 Some basic steps . . . . 23 2.5 First problem and first MATLAB code . . . . . 23 2.6 New code using MATLAB structures . . . . . . . 30 3 Analysis of bars . . . . . . . 35 3.1 A bar element . . . . . . . 35 3.2 Numerical integration 39 3.3 An example of isoparametric bar 40 3.4 Problem 2, using MATLAB struct . . . . . . . . . 43 3.5 Problem 3 47 4 Analysis of 2D trusses . 53 4.1 Introduction . . . . . . . . 53 4.2 2D trusses 53 4.3 Stiffness matrix . . . . . 54 4.4 Stresses at the element . . . . . . . . . 55 4.5 First 2D truss problem . . . . . . . . . 55 4.6 A second truss problem . . . . . . . . 61 4.7 An example of 2D truss with spring . . . . . . . . 66 5 Trusses in 3D space . . . . 71 5.1 Basic formulation . . . . 71 5.2 A 3D truss problem. . 72 5.3 A second 3D truss example . . . . . 75 6 Bernoulli Beams . . . . . . . 81 6.1 Introduction . . . . . . . . 81 6.2 Bernoulli beam problem . . . . . . . . 83 6.3 Bernoulli beam with spring . . . . . 88 7 2D frames . . . 7.1 An example of 2D frame . . . . . . . 93 7.2 An example of 2D frame . . . . . . . 97 8 Analysis of 3D frames . 107 8.1 Introduction . . . . . . . . 107 8.2 Stiffness matrix and vector of equivalent nodal forces . . . 107 8.3 First 3D frame example . . . . . . . . 108 8.4 Second 3D frame example . . . . . . 113 9 Analysis of grids . . . . . . . 117 9.1 Introduction . . . . . . . . 117 9.2 A first grid example . 120 9.3 A second grid example . . . . . . . . . 123 10 Analysis of Timoshenko beams . . 127 10.1 Introduction . . . . . . . . 127 10.2 Formulation for static analysis . . 127 10.3 Free vibrations of Timoshenko beams . . . . . . 134 10.4 Buckling analysis of Timoshenko beams . . . . 142 11 Plane stress . 11.1 Introduction . . . . . . . . 149 11.2 Displacements, strains and stresses . . . . . . . . 150 11.3 Boundary conditions . 150 11.4 Potential energy . . . . . 151 11.5 Finite element discretization . . . . 151 11.6 Interpolation of displacements . . . 151 11.7 Element energy . . . . . 152 11.8 Quadrilateral element Q4 . . . . . . . 153 11.9 Example: plate in traction . . . . . . 156 11.10Example: Beam in bending . . . . . 159 12 Analysis of Mindlin plates . . . . . . . 169 12.1 Introduction . . . . . . . . 169 12.2 The Mindlin plate theory . . . . . . . 169 12.2.1 Strains . . . . . . . 170 12.2.2 Stresses . . . . . . 171 12.3 Finite element discretization . . . . 172 12.4 Example: a square Mindlin plate in bending 173 12.5 Free vibrations of Mindlin plates 190 12.6
1 Short introduction to MATLAB . 1 1.1 Introduction . . . . . . . . 1 1.2 Matrices . 1 1.3 Operating with matrices . . . . . . . . 2 1.4 Statements . . . . . . . . . 3 1.5 Matrix functions . . . . 3 1.6 Conditionals, if and switch. . . . . . 4 1.7 Loops: for and while . 5 1.8 Relations . 6 1.9 Scalar functions . . . . . 7 1.10 Vector functions . . . . . 8 1.11 Matrix functions . . . . 9 1.12 Submatrix 10 1.13 Logical indexing . . . . . 12 1.14 M-files, scripts and functions . . . . 13 1.15 Graphics . 14 1.15.1 2D plots . . . . . 14 1.15.2 3D plots . . . . . 16 1.16 Linear Algebra . . . . . . 16 2 Discrete systems . . . . . . . 21 2.1 Introduction . . . . . . . . 21 2.2 Springs and bars . . . . 21 2.3 Equilibrium at nodes . 22 2.4 Some basic steps . . . . 23 2.5 First problem and first MATLAB code . . . . . 23 2.6 New code using MATLAB structures . . . . . . . 30 3 Analysis of bars . . . . . . . 35 3.1 A bar element . . . . . . . 35 3.2 Numerical integration 39 3.3 An example of isoparametric bar 40 3.4 Problem 2, using MATLAB struct . . . . . . . . . 43 3.5 Problem 3 47 4 Analysis of 2D trusses . 53 4.1 Introduction . . . . . . . . 53 4.2 2D trusses 53 4.3 Stiffness matrix . . . . . 54 4.4 Stresses at the element . . . . . . . . . 55 4.5 First 2D truss problem . . . . . . . . . 55 4.6 A second truss problem . . . . . . . . 61 4.7 An example of 2D truss with spring . . . . . . . . 66 5 Trusses in 3D space . . . . 71 5.1 Basic formulation . . . . 71 5.2 A 3D truss problem. . 72 5.3 A second 3D truss example . . . . . 75 6 Bernoulli Beams . . . . . . . 81 6.1 Introduction . . . . . . . . 81 6.2 Bernoulli beam problem . . . . . . . . 83 6.3 Bernoulli beam with spring . . . . . 88 7 2D frames . . . 7.1 An example of 2D frame . . . . . . . 93 7.2 An example of 2D frame . . . . . . . 97 8 Analysis of 3D frames . 107 8.1 Introduction . . . . . . . . 107 8.2 Stiffness matrix and vector of equivalent nodal forces . . . 107 8.3 First 3D frame example . . . . . . . . 108 8.4 Second 3D frame example . . . . . . 113 9 Analysis of grids . . . . . . . 117 9.1 Introduction . . . . . . . . 117 9.2 A first grid example . 120 9.3 A second grid example . . . . . . . . . 123 10 Analysis of Timoshenko beams . . 127 10.1 Introduction . . . . . . . . 127 10.2 Formulation for static analysis . . 127 10.3 Free vibrations of Timoshenko beams . . . . . . 134 10.4 Buckling analysis of Timoshenko beams . . . . 142 11 Plane stress . 11.1 Introduction . . . . . . . . 149 11.2 Displacements, strains and stresses . . . . . . . . 150 11.3 Boundary conditions . 150 11.4 Potential energy . . . . . 151 11.5 Finite element discretization . . . . 151 11.6 Interpolation of displacements . . . 151 11.7 Element energy . . . . . 152 11.8 Quadrilateral element Q4 . . . . . . . 153 11.9 Example: plate in traction . . . . . . 156 11.10Example: Beam in bending . . . . . 159 12 Analysis of Mindlin plates . . . . . . . 169 12.1 Introduction . . . . . . . . 169 12.2 The Mindlin plate theory . . . . . . . 169 12.2.1 Strains . . . . . . . 170 12.2.2 Stresses . . . . . . 171 12.3 Finite element discretization . . . . 172 12.4 Example: a square Mindlin plate in bending 173 12.5 Free vibrations of Mindlin plates 190 12.6