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Strength of structural elements /
This volume describes engineering applications of the mechanics of deformable bodies and the elasticity theory relevant to them. It is concerned mainly with one-dimensional problems, which arise because either one of the dimensions of a body is much greater than the remaining two or the functions of...
| Clasificación: | Libro Electrónico |
|---|---|
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés Polaco |
| Publicado: |
Amsterdam ; New York :
Elsevier,
1991.
|
| Colección: | Studies in applied mechanics ;
26. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
MARC
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| 130 | 0 | |a Wytrzyma�o�s�c element�ow konstrukcyjnych. |l English. | |
| 245 | 1 | 0 | |a Strength of structural elements / |c edited by Micha� �Zyczkowski. |
| 260 | |a Amsterdam ; |a New York : |b Elsevier, |c 1991. | ||
| 300 | |a 1 online resource (xiii, 774 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a Studies in applied mechanics ; |v 26 | |
| 500 | |a Translation of: Wytrzyma�o�s�c element�ow konstrukcyjnych. | ||
| 504 | |a Includes bibliographical references and index. | ||
| 506 | |3 Use copy |f Restrictions unspecified |5 MiAaHDL |2 star | ||
| 533 | |a Electronic reproduction. |b [Place of publication not identified] : |c HathiTrust Digital Library, |d 2010. |5 MiAaHDL | ||
| 538 | |a Master and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002. |u http://purl.oclc.org/DLF/benchrepro0212 |5 MiAaHDL | ||
| 583 | 1 | |a digitized |c 2010 |h HathiTrust Digital Library |l committed to preserve |5 MiAaHDL |2 pda | |
| 588 | 0 | |a Print version record. | |
| 520 | |a This volume describes engineering applications of the mechanics of deformable bodies and the elasticity theory relevant to them. It is concerned mainly with one-dimensional problems, which arise because either one of the dimensions of a body is much greater than the remaining two or the functions of two or three variables may be reduced to one variable. Problems of this type are of twofold importance. Firstly, many engineering problems can be described with sufficient accuracy just in this way. Secondly, unidimensional problems with known analytical solutions may serve either for testing numerical methods or for the analysis of fundamental concepts and phenomena, whose physical nature in three-dimensional approach might be obscured by the analytical-numerical aspect. The authors have confined themselves for the most part to the analysis of elastic behaviour of structures; however some attention is also given to elastic problems. A deterministic approach has been applied throughout the book. It will serve as a springboard for further work with stochastic approaches which are being increasingly used in engineering practice today. | ||
| 505 | 0 | |a Front Cover; Strength of Structural Elements; Copyright Page; Preface; Table of Contents; Part 1: Statics of Bars and Bar Structures; Chapter 1. Introduction; Chapter 2. Bars of Solid Cross-Section; 2.1. Tension and Bending of a Straight Bar, ; 2.2. Torsion of a Straight Bar, ; 2.3. In-Plane Curved Bar, ; Chapter 3. Fundamental Static-Kinematic Analysis of Bar Structures; 3.1. Elements and Their Connections, ; 3.2. The Static-Kinematic Discriminant, ; 3.3. The Degree of Static Indeterminability and the Degree of Kinematic Variabilityof a Structure, | |
| 505 | 8 | |a Chapter 4. The Principle of Virtual Work and the Reciprocity Theorems4.1. The Principle of Virtual Work, ; 4.2. The Principle of Complementary Virtual Work; 4.3. The Reciprocal Work Theorem, ; 4.4. The Reciprocal Displacement Theorem, ; 4.5. The Reciprocal Reaction Theorem, ; 4.6. The Reciprocal Displacement and Reaction Theorem, ; 4.7. The Reciprocal Displacement and Internal Force Theorem, ; Chapter 5. Internal Forces and Displacements of the Axis of an Element; 5.1. The Second Stage of Discretization of a Structure, ; 5.2. A Straight Element under Tension, Compression or Torsion, | |
| 505 | 8 | |a 5.3. Straight Element under Bending,5.4. Element on an Elastic Foundation, ; 5.5. Element Subjected to Bending Moment and Large Axial Force, ; 5.6. Element in the Shape of in-Plane Curved Bar, ; Chapter 6. Static Equations of Bar Structures and Fundamental Solution Methods; 6.1. General Remarks, ; 6.2. Equations of Kinematics, Equilibrium and Elasticity for a Space Truss, ; 6.3. Equations of Kinematics, Equilibrium and Elasticity for a Plane Frame, ; 6.4. Analysis of a Complete Set of Equations, ; 6.5. Isostatic Structures, ; 6.6. The Direct Stiffness Method (Displacement Method), | |
| 505 | 8 | |a 6.7. The Direct Flexibility Method (Force Method),6.8. Final Remarks, ; Chapter 7. Isostatic Systems; 7.1. Multi Span Hinged Beams, ; 7.2. Plane Trusses, ; Chapter 8. The Direct Flexibility Method (Force Method); 8.1. The Set of Canonical Equations of the Direct Flexibility Method, ; 8.2. Influence Lines, ; 8.3. Selection of the Primary System, ; 9. The Direct Stiffness Method (Displacement Method); 9.1. Frames with Inextensible Bars, ; 9.2. Frames on Continuous Foundations, ; 9.3. Frames Loaded by Considerable Axial Forces, ; References to Part; Part 2: Dynamics of Bars and Bar Structures | |
| 505 | 8 | |a Chapter 1. IntroductionChapter 2. Bars with Infinitely Many Dynamic Degrees of Freedom; 2.1. General Relations, ; 2.2. Vibration of a Straight Bar, ; 2.3. Vibrations of a Curved Bar, ; 2.4. The Influence of Axial Forces and Elastic Foundation on Transverse Vibrationsof a Bar, ; Chapter 3. Vibration of Composed Bar Structures; 3.1. General Remarks; 3.2. The Direct Flexibility Method (Force Method). Volterra's Integral Equations, ; 3.3. The Direct Stiffness Method (Displacement Method), ; Chapter 4. Structures with a Finite Number of Dynamic Degrees of Freedom | |
| 546 | |a English. | ||
| 650 | 0 | |a Structural analysis (Engineering) | |
| 650 | 0 | |a Bars (Engineering) | |
| 650 | 6 | |a Th�eorie des constructions. |0 (CaQQLa)201-0015598 | |
| 650 | 6 | |a Barres (Ing�enierie) |0 (CaQQLa)201-0029290 | |
| 650 | 7 | |a structural analysis. |2 aat |0 (CStmoGRI)aat300056397 | |
| 650 | 7 | |a bars (building materials) |2 aat |0 (CStmoGRI)aat300079206 | |
| 650 | 7 | |a Bars (Engineering) |2 fast |0 (OCoLC)fst00827804 | |
| 650 | 7 | |a Structural analysis (Engineering) |2 fast |0 (OCoLC)fst01135602 | |
| 650 | 7 | |a Contr�ole non destructif. |2 ram | |
| 650 | 7 | |a Poutres. |2 ram | |
| 653 | |a Structures |a Analysis | ||
| 700 | 1 | |a �Zyczkowski, Micha�. | |
| 776 | 0 | 8 | |i Print version: |a Wytrzyma�o�s�c element�ow konstrukcyjnych. English. |t Strength of structural elements. |d Amsterdam ; New York : Elsevier, 1991 |w (DLC) 89078319 |w (OCoLC)20931552 |
| 830 | 0 | |a Studies in applied mechanics ; |v 26. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780444987631 |z Texto completo |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/bookseries/09225382/26 |z Texto completo |