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Author: Erasmo Viola
Publisher: Società Editrice Esculapio
ISBN:
Category : Technology & Engineering
Languages : it
Pages : 632
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Book Description
ll presente volume trae origine dal corso ufficiale di Scienza delle Costruzioni, che da vari anni tengo nella Facoltà di Ingegneria dell'Università di Bologna. La materia, esposta nell'ordine seguito nelle lezioni, è strutturata in sei capitoli e due Appendici. La Scienza delle Costruzioni è una branca dell'ingegneria civile che si occupa di studiare il comportamento delle strutture edifici, ponti, dighe, etc. sia dal punto di vista statico che dinamico. Questo campo di studio è fondamentale per garantire la sicurezza delle costruzioni e degli edifici e per evitare incidenti e crolli. La Scienza delle Costruzioni si basa sulla meccanica dei solidi, una disciplina che studia le forze e le deformazioni dei corpi solidi. Gli ingegneri civili utilizzano le leggi della meccanica dei solidi per progettare strutture resistenti, stabili e sicure. In particolare, la Scienza delle Costruzioni si occupa di analizzare le proprietà dei materiali da costruzione, come il cemento, l'acciaio e il legno, e di progettare strutture in grado di resistere alle forze esterne, come il vento, la neve, le vibrazioni e i terremoti. Gli ingegneri civili devono anche tenere conto degli effetti del tempo e dell'usura sulle strutture, in modo da garantire la loro durata nel tempo. La teoria dell'elasticità è una branca della meccanica dei solidi che si occupa di studiare il comportamento dei corpi solidi quando vengono sottoposti a forze esterne. In particolare, la teoria dell'elasticità studia il modo in cui i corpi solidi si deformano e si riprendono dopo che le forze esterne vengono rimosse. Gli ingegneri civili utilizzano la teoria dell'elasticità per progettare strutture resistenti e sicure, prevedere la deformazione e la resistenza dei materiali da costruzione e calcolare lo sforzo necessario per deformare un corpo solido fino a una certa quantità. La teoria dell'elasticità è stata sviluppata per la prima volta nel XVII secolo da Robert Hooke e Isaac Newton e ha trovato molte applicazioni pratiche nel campo dell'ingegneria civile, dell'aerospaziale, della meccanica e della tecnologia dei materiali.
Author: Erasmo Viola
Publisher: Società Editrice Esculapio
ISBN:
Category : Technology & Engineering
Languages : it
Pages : 632
Get Book Here
Book Description
ll presente volume trae origine dal corso ufficiale di Scienza delle Costruzioni, che da vari anni tengo nella Facoltà di Ingegneria dell'Università di Bologna. La materia, esposta nell'ordine seguito nelle lezioni, è strutturata in sei capitoli e due Appendici. La Scienza delle Costruzioni è una branca dell'ingegneria civile che si occupa di studiare il comportamento delle strutture edifici, ponti, dighe, etc. sia dal punto di vista statico che dinamico. Questo campo di studio è fondamentale per garantire la sicurezza delle costruzioni e degli edifici e per evitare incidenti e crolli. La Scienza delle Costruzioni si basa sulla meccanica dei solidi, una disciplina che studia le forze e le deformazioni dei corpi solidi. Gli ingegneri civili utilizzano le leggi della meccanica dei solidi per progettare strutture resistenti, stabili e sicure. In particolare, la Scienza delle Costruzioni si occupa di analizzare le proprietà dei materiali da costruzione, come il cemento, l'acciaio e il legno, e di progettare strutture in grado di resistere alle forze esterne, come il vento, la neve, le vibrazioni e i terremoti. Gli ingegneri civili devono anche tenere conto degli effetti del tempo e dell'usura sulle strutture, in modo da garantire la loro durata nel tempo. La teoria dell'elasticità è una branca della meccanica dei solidi che si occupa di studiare il comportamento dei corpi solidi quando vengono sottoposti a forze esterne. In particolare, la teoria dell'elasticità studia il modo in cui i corpi solidi si deformano e si riprendono dopo che le forze esterne vengono rimosse. Gli ingegneri civili utilizzano la teoria dell'elasticità per progettare strutture resistenti e sicure, prevedere la deformazione e la resistenza dei materiali da costruzione e calcolare lo sforzo necessario per deformare un corpo solido fino a una certa quantità. La teoria dell'elasticità è stata sviluppata per la prima volta nel XVII secolo da Robert Hooke e Isaac Newton e ha trovato molte applicazioni pratiche nel campo dell'ingegneria civile, dell'aerospaziale, della meccanica e della tecnologia dei materiali.
Author: Karl-Eugen Kurrer
Publisher: John Wiley & Sons
ISBN: 3433601348
Category : Technology & Engineering
Languages : en
Pages : 864
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Book Description
This book traces the evolution of theory of structures and strength of materials - the development of the geometrical thinking of the Renaissance to become the fundamental engineering science discipline rooted in classical mechanics. Starting with the strength experiments of Leonardo da Vinci and Galileo, the author examines the emergence of individual structural analysis methods and their formation into theory of structures in the 19th century. For the first time, a book of this kind outlines the development from classical theory of structures to the structural mechanics and computational mechanics of the 20th century. In doing so, the author has managed to bring alive the differences between the players with respect to their engineering and scientific profiles and personalities, and to create an understanding for the social context. Brief insights into common methods of analysis, backed up by historical details, help the reader gain an understanding of the history of structural mechanics from the standpoint of modern engineering practice. A total of 175 brief biographies of important personalities in civil and structural engineering as well as structural mechanics plus an extensive bibliography round off this work.
Author: Francesco Tornabene
Publisher: Società Editrice Esculapio
ISBN: 8835328993
Category : Technology & Engineering
Languages : en
Pages : 1199
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Book Description
This book aims to present in depth several Higher-order Shear Deformation Theories (HSDTs) by means of a unified approach for the mechanical analysis of doubly-curved shell structures made of anisotropic and composite materials. In particular, the strong and weak formulations of the corresponding governing equations are discussed and illustrated. The approach presented in this volume is completely general and represents a valid tool to investigate the structural behavior of many arbitrarily shaped structures. An isogeometric mapping procedure is also illustrated to this aim. Special attention is given also to advanced and innovative constituents, such as Carbon Nanotubes (CNTs), Variable Angle Tow (VAT) composites and Functionally Graded Materials (FGMs). In addition, several numerical applications are developed to support the theoretical models. Accurate, efficient and reliable numerical techniques able to approximate both derivatives and integrals are presented, which are respectively the Differential Quadrature (DQ) and Integral Quadrature (IQ) methods. Finally, two numerical techniques, named Strong Formulation Finite Element Method (SFEM) and Weak Formulation Finite Element Method (WFEM), are developed to deal with multi-element domains characterized by arbitrary shapes and discontinuities.
Author: Francesco Tornabene
Publisher: Società Editrice Esculapio
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 689
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Book Description
The main aim of this book is to analyze the mathematical fundamentals and the main features of the Generalized Differential Quadrature (GDQ) and Generalized Integral Quadrature (GIQ) techniques. Furthermore, another interesting aim of the present book is to shown that from the two numerical techniques mentioned above it is possible to derive two different approaches such as the Strong and Weak Finite Element Methods (SFEM and WFEM), that will be used to solve various structural problems and arbitrarily shaped structures. A general approach to the Differential Quadrature is proposed. The weighting coefficients for different basis functions and grid distributions are determined. Furthermore, the expressions of the principal approximating polynomials and grid distributions, available in the literature, are shown. Besides the classic orthogonal polynomials, a new class of basis functions, which depend on the radial distance between the discretization points, is presented. They are known as Radial Basis Functions (or RBFs). The general expressions for the derivative evaluation can be utilized in the local form to reduce the computational cost. From this concept the Local Generalized Differential Quadrature (LGDQ) method is derived. The Generalized Integral Quadrature (GIQ) technique can be used employing several basis functions, without any restriction on the point distributions for the given definition domain. To better underline these concepts some classical numerical integration schemes are reported, such as the trapezoidal rule or the Simpson method. An alternative approach based on Taylor series is also illustrated to approximate integrals. This technique is named as Generalized Taylor-based Integral Quadrature (GTIQ) method. The major structural theories for the analysis of the mechanical behavior of various structures are presented in depth in the book. In particular, the strong and weak formulations of the corresponding governing equations are discussed and illustrated. Generally speaking, two formulations of the same system of governing equations can be developed, which are respectively the strong and weak (or variational) formulations. Once the governing equations that rule a generic structural problem are obtained, together with the corresponding boundary conditions, a differential system is written. In particular, the Strong Formulation (SF) of the governing equations is obtained. The differentiability requirement, instead, is reduced through a weighted integral statement if the corresponding Weak Formulation (WF) of the governing equations is developed. Thus, an equivalent integral formulation is derived, starting directly from the previous one. In particular, the formulation in hand is obtained by introducing a Lagrangian approximation of the degrees of freedom of the problem. The need of studying arbitrarily shaped domains or characterized by mechanical and geometrical discontinuities leads to the development of new numerical approaches that divide the structure in finite elements. Then, the strong form or the weak form of the fundamental equations are solved inside each element. The fundamental aspects of this technique, which the author defined respectively Strong Formulation Finite Element Method (SFEM) and Weak Formulation Finite Element Method (WFEM), are presented in the book.
Author: Danilo Capecchi
Publisher: Springer
ISBN: 3319055240
Category : Science
Languages : en
Pages : 402
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Book Description
This book examines the theoretical foundations underpinning the field of strength of materials/theory of elasticity, beginning from the origins of the modern theory of elasticity. While the focus is on the advances made within Italy during the nineteenth century, these achievements are framed within the overall European context. The vital contributions of Italian mathematicians, mathematical physicists and engineers in respect of the theory of elasticity, continuum mechanics, structural mechanics, the principle of least work and graphical methods in engineering are carefully explained and discussed. The book represents a work of historical research that primarily comprises original contributions and summaries of work published in journals. It is directed at those graduates in engineering, but also in architecture, who wish to achieve a more global and critical view of the discipline and will also be invaluable for all scholars of the history of mechanics.
Author: Richard von Mises
Publisher: Academic Press
ISBN: 1483263568
Category : Mathematics
Languages : en
Pages : 366
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Book Description
Studies in Mathematics and Mechanics is a collection of studies presented to Professor Richard von Mises as a token of reverence and appreciation on the occasion of his seventieth birthday which occurred on April 19, 1953. von Mises' thought has been a stimulus in many seemingly unconnected fields of mathematics, science, and philosophy, to which he has contributed decisive results and new formulations of fundamental concepts. The book contains 42 chapters organized into five parts. Part I contains papers on algebra, number theory and geometry. These include a study of Poincaré's representation of a hyperbolic space on an Euclidean half-space and elementary estimates for the least primitive root. Part II on analysis includes papers on a generalization of Green's Formula and its application to the Cauchy problem for a hyperbolic equation, and the fundamental solutions of a singular Beltrami operator. Part III deals with theoretical mechanics and covers topics such as turbulent flow, axially symmetric flow, and oscillating wakes. The papers in Part IV focus on applied mechanics. These include studies on plastic flow under high stresses and the problem of inelastic thermal stresses. Part V presents studies on probability and statistics, including a finite frequency theory of probability and the problem of expansion of clusters of galaxies.
Author: Francesco Tornabene
Publisher: Società Editrice Esculapio
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 1073
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Book Description
This book aims to present in depth several Higher-order Shear Deformation Theories (HSDTs) by means of a unified approach for studying the Hygro-Thermo-Magneto-Electro- Elastic Theory of Anisotropic Doubly-Curved Shells. In particular, a general coupled multifield theory regarding anisotropic shell structures is provided. The three-dimensional multifield problem is reduced in a two-dimensional one following the principles of the Equivalent Single Layer (ESL) approach and the Equivalent Layer-Wise (ELW) approach, setting a proper configuration model. According to the adopted configuration assumptions, several Higher-order Shear Deformation Theories (HSDTs) are obtained. Furthermore, the strong and weak formulations of the corresponding governing equations are discussed and illustrated. The approach presented in this volume is completely general and represents a valid tool to investigate the physical behavior of many arbitrarily shaped structures. An isogeometric mapping procedure is also illustrated to this aim. Special attention is given also to advanced and innovative constituents, such as Carbon Nanotubes (CNTs), Variable Angle Tow (VAT) composites and Functionally Graded Materials (FGMs). In addition, several numerical applications are used to support the theoretical models. Accurate, efficient and reliable numerical techniques able to approximate both derivatives and integrals are considered, which are respectively the Differential Quadrature (DQ) and Integral Quadrature (IQ) methods. The Theory of Composite Thin Shells is derived in a simple and intuitive manner from the theory of thick and moderately thick shells (First-order Shear Deformation Theory or Reissner- Mindlin Theory). In particular, the Kirchhoff-Love Theory and the Membrane Theory for composite shells are shown. Furthermore, the Theory of Composite Arches and Beams is also exposed. In particular, the equations of the Timoshenko Theory and the Euler-Bernoulli Theory are directly deducted from the equations of singly-curved shells of translation and of plates.
Author: Francesco Tornabene
Publisher: Società Editrice Esculapio
ISBN: 887488687X
Category : Technology & Engineering
Languages : en
Pages : 824
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Book Description
This manuscript comes from the experience gained over ten years of study and research on shell structures and on the Generalized Differential Quadrature method. The title, Mechanics of Laminated Composite Doubly-Curved Shell Structures, illustrates the theme followed in the present volume. The present study aims to analyze the static and dynamic behavior of moderately thick shells made of composite materials through the application of the Differential Quadrature (DQ) technique. A particular attention is paid, other than fibrous and laminated composites, also to “Functionally Graded Materials” (FGMs). They are non-homogeneous materials, characterized by a continuous variation of the mechanical properties through a particular direction. The GDQ numerical solution is compared, not only with literature results, but also with the ones supplied and obtained through the use of different structural codes based on the Finite Element Method (FEM). Furthermore, an advanced version of GDQ method is also presented. This methodology is termed Strong Formulation Finite Element Method (SFEM) because it employs the strong form of the differential system of equations at the master element level and the mapping technique, proper of FEM. The connectivity between two elements is enforced through compatibility conditions.
Author: Francesco Tornabene
Publisher: Società Editrice Esculapio
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 824
Get Book Here
Book Description
This manuscript comes from the experience gained over ten years of study and research on shell structures and on the Generalized Differential Quadrature method. The title, Mechanics of Laminated Composite Doubly-Curved Shell Structures, illustrates the theme followed in the present volume. The present study aims to analyze the static and dynamic behavior of moderately thick shells made of composite materials through the application of the Differential Quadrature (DQ) technique. A particular attention is paid, other than fibrous and laminated composites, also to “Functionally Graded Materials” (FGMs). They are non-homogeneous materials, characterized by a continuous variation of the mechanical properties through a particular direction. The GDQ numerical solution is compared, not only with literature results, but also with the ones supplied and obtained through the use of different structural codes based on the Finite Element Method (FEM). Furthermore, an advanced version of GDQ method is also presented. This methodology is termed Strong Formulation Finite Element Method (SFEM) because it employs the strong form of the differential system of equations at the master element level and the mapping technique, proper of FEM. The connectivity between two elements is enforced through compatibility conditions.
Author: Francesco Tornabene
Publisher: Società Editrice Esculapio
ISBN: 889385001X
Category : Technology & Engineering
Languages : en
Pages : 433
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Book Description
This manuscript comes from the experience gained over thirteen years of study and research on shell structures. The title, Theory of Laminated Composite Doubly-Curved Shell Structures, illustrates the theme followed in the present volume. The present study aims to analyze the static and dynamic behavior of moderately thick shells made of composite materials. A particular attention is paid, other than fibrous and laminated composites, also to “Functionally graded materials” (FGMs). They are non-homogeneous materials, characterized by a continuous varia on of the mechanical properties through a particular direction. In particular, the present manuscript was written as an attempt to show, in an easy way, the theoretical aspects of doubly-curved composite shell structures. Furthermore, it focuses only on the theoretical aspects related to laminated composite doubly-curved shell structures and represents a shortened version of the book entitled: Mechanics of Laminated Composite Doubly-Curved Shell Structures by the same authors, wherein also the numerical part has been presented. The present volume is aimed at Master degree and PhD students in structural and applied mechanics, as well as experts in these fields. The present volume is divided into six chapters, in which static and dynamic analyses of several structural elements are provided in detail. Furthermore, the results of the adopted numerical technique are presented for several problems such as different loading and boundary conditions.
