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عنوان
Structural analysis with the finite element method :

پدید آورنده
by Eugenio Onate.

موضوع
Finite element method.,Structural analysis (Engineering),Finite element method.,Ingénierie.,Structural analysis (Engineering)

رده
TA347
.
F5
O63
2009

کتابخانه
کتابخانه مطالعات اسلامی به زبان های اروپایی

محل استقرار
استان: قم ـ شهر: قم

کتابخانه مطالعات اسلامی به زبان های اروپایی

تماس با کتابخانه : 32910706-025

1402087330
9781402087332
1402087322
9781402087325

b707808

Structural analysis with the finite element method :
[Book]
linear statics.
by Eugenio Onate.
Volume 1,dollar5Basis and solids /

London :
Springer,
2009.

1 online resource (xxiv, 472 pages) :
illustrations

Lecture notes on numerical methods in engineering and sciences ;
1

Includes bibliographical references and index.

v. 1. The basis and solids -- v. 2. Beams, plates and shells.
0

STRUCTURAL ANALYSIS WITH THE FINITE ELEMENT METHOD Linear Statics Volume 1 : The Basis and Solids Eugenio Oñate The two volumes of this book cover most of the theoretical and computational aspects of the linear static analysis of structures with the Finite Element Method (FEM). The content of the book is based on the lecture notes of a basic course on Structural Analysis with the FEM taught by the author at the Technical University of Catalonia (UPC) in Barcelona, Spain for the last 30 years. Volume1 presents the basis of the FEM for structural analysis and a detailed description of the finite element formulation for axially loaded bars, plane elasticity problems, axisymmetric solids and general three dimensional solids. Each chapter describes the background theory for each structural model considered, details of the finite element formulation and guidelines for the application to structural engineering problems. The book includes a chapter on miscellaneous topics such as treatment of inclined supports, elastic foundations, stress smoothing, error estimation and adaptive mesh refinement techniques, among others. The text concludes with a chapter on the mesh generation and visualization of FEM results. The book will be useful for students approaching the finite element analysis of structures for the first time, as well as for practising engineers interested in the details of the formulation and performance of the different finite elements for practical structural analysis. STRUCTURAL ANALYSIS WITH THE FINITE ELEMENT METHOD Linear Statics Volume 2: Beams, Plates and Shells Eugenio Oñate The two volumes of this book cover most of the theoretical and computational aspects of the linear static analysis of structures with the Finite Element Method (FEM).The content of the book is based on the lecture notes of a basic course on Structural Analysis with the FEM taught by the author at the Technical University of Catalonia (UPC) in Barcelona, Spain for the last 30 years. V olume 2 presents a detailed description of the finite element formulation for analysis of slender and thick beams, thin and thick plates, folded plate structures, axisymmetric shells, general curved shells, prismatic structures and three dimensional beams. Each chapter describes the background theory for each structural model considered, details of the finite element formulation and guidelines for the application to structural engineering problems Emphasis is put on the treatment of structures with layered composite materials. The book will be useful for students approaching the finite element analysis of beam, plate and shell structures for the first time, as well as for practising engineers interested in the details of the formulation and performance of the different finite elements for practical structural analysis.

Springer
978-1-4020-8732-5

Structural analysis with the finite element method.
1402087322

Structural analysis by the finite element method :
Basis and solids
linear statics

Finite element method.
Structural analysis (Engineering)
Finite element method.
Ingénierie.
Structural analysis (Engineering)

620
.
00151825
22

TA347
.
F5
O63
2009

Oñate, E.

20201207225333.0
pn

 مطالعه متن کتاب 

[Book]

Y

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