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Strength of materials and structures /
Engineers need to be familiar with the fundamental principles and concepts in materials and structures in order to be able to design structurers to resist failures. For 4 decades, this book has provided engineers with these fundamentals. Thoroughly updated, the book has been expanded to cover everyt...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Oxford ; New York :
Butterworth-Heinemann,
©1999.
|
| Edición: | 4th ed. |
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 003 | OCoLC | ||
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| 100 | 1 | |a Case, John, |d 1888-1969. |1 https://id.oclc.org/worldcat/entity/E39PBJgXgMGt7WPcxmfKW9Gyh3 | |
| 245 | 1 | 0 | |a Strength of materials and structures / |c John Case, Lord Chilver of Cranfield, Carl T.F. Ross. |
| 250 | |a 4th ed. | ||
| 260 | |a Oxford ; |a New York : |b Butterworth-Heinemann, |c ©1999. | ||
| 300 | |a 1 online resource (xiv, 706 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 | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Front Cover; Strength of Materials and Structures; Copyright Page; Contents; Preface; Acknowledgements; Principal notation; Note on SI units; Introduction; 1.1 Introduction; 1.2 Trigonometrical definitions; 1.3 Vectors and scalars; 1.4 Newton's laws of motion; 1.5 Elementary statics; 1.6 Couples; 1.7 Equilibrium; Chapter 1. Tension and compression: direct stresses; 1.1 Introduction; 1.2 Stretching of a steel wire; 1.3 Tensile and compressive stresses; 1.4 Tensile and compressive strains; 1.5 Stress-strain curves for brittle materials; 1.6 Ductile materials; 1.7 Proof stresses. | |
| 505 | 8 | |a 1.8 Ductility measurement1.9 Working stresses; 1.10 Load factors; 1.11 Lateral strains due to direct stresses; 1.12 Strength properties of some engineering materials; 1.13 Weight and stiffness economy of materials; 1.14 Strain energy and work done in the tensile test; 1.15 Initial stresses; 1.16 Composite bars in tension or compression; 1.17 Temperature stresses; 1.18 Temperature stresses in composite bars; 1.19 Circular ring under radial pressure; 1.20 Creep of materials under sustained stresses; 1.21 Fatigue under repeated stresses; Chapter 2. Pin-jointed frames or trusses; 2.1 Introduction. | |
| 505 | 8 | |a 2.2 Statically determinate pin-jointed frames2.3 The method of joints; 2.4 The method of sections; 2.5 A statically indeterminate problem; Chapter 3. Shearing stress; 3.1 Introduction; 3.2 Measurement of shearing stress; 3.3 Complementary shearing stress; 3.4 Shearing strain; 3.5 Strain energy due to shearing actions; Chapter 4. Joints and connections; 4.1 Importance of connections; 4.2 Modes of failure of simple bolted and riveted joints; 4.3 Efficiency of a connection; 4.4 Group-bolted and -riveted joints; 4.5 Eccentric loading of bolted and riveted connections; 4.6 Welded connections. | |
| 505 | 8 | |a 4.7 Welded connections under bending actionsChapter 5. Analysis of stress and strain; 5.1 Introduction; 5.2 Shearing stresses in a tensile test specimen; 5.3 Strain figures in mild steel; Lüder's lines; 5.4 Failure of materials in compression; 5.5 General two-dimensional stress system; 5.6 Stresses on an inclined plane; 5.7 Values of the principal stresses; 5.8 Maximum shearing stress; 5.9 Mohr's circle of stress; 5.10 Strains in an inclined direction; 5.11 Mohr's circle of strain; 5.12 Elastic stress-strain relations; 5.13 Principal stresses and strains; 5.14 Relation between E, G and v. | |
| 505 | 8 | |a 5.15 Strain 'rosettes'5.16 Strain energy for a two-dimensional stress system; 5.17 Three-dimensional stress systems; 5.18 Volumetric strain in a material under hydrostatic pressure; 5.19 Strain energy of distortion; 5.20 Isotropic, orthotropic and anisotropic; 5.21 Fibre composites; 5.22 In-plane equations for a symmetric laminate or composite; 5.23 Equivalent elastic constants for problems involving bending and twisting; 5.24 Yielding of ductile materials under combined stresses; 5.25 Elastic breakdown and failure of brittle material; 5.26 Failure of composites. | |
| 520 | |a Engineers need to be familiar with the fundamental principles and concepts in materials and structures in order to be able to design structurers to resist failures. For 4 decades, this book has provided engineers with these fundamentals. Thoroughly updated, the book has been expanded to cover everything on materials and structures that engineering students are likely to need. Starting with basic mechanics, the book goes on to cover modern numerical techniques such as matrix and finite element methods. There is also additional material on composite materials, thick shells, flat plates and the vi. | ||
| 590 | |a ProQuest Ebook Central |b Ebook Central Academic Complete | ||
| 590 | |a eBooks on EBSCOhost |b EBSCO eBook Subscription Academic Collection - Worldwide | ||
| 650 | 0 | |a Strength of materials. | |
| 650 | 0 | |a Materials |x Analysis. | |
| 650 | 6 | |a Résistance des matériaux. | |
| 650 | 6 | |a Matériaux |x Analyse. | |
| 650 | 7 | |a strength of materials. |2 aat | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Material Science. |2 bisacsh | |
| 650 | 7 | |a Materials |x Analysis |2 fast | |
| 650 | 7 | |a Strength of materials |2 fast | |
| 700 | 1 | |a Chilver, Henry Chilver, |c Baron, |d 1926-2012. |1 https://id.oclc.org/worldcat/entity/E39PBJgCFYvTCVjCQkPyWgCbBP | |
| 700 | 1 | |a Ross, C. T. F., |d 1935- |1 https://id.oclc.org/worldcat/entity/E39PCjHjRPqX9r9y4J3WKmDrMP | |
| 776 | 0 | 8 | |i Print version: |a Case, John, 1888-1969. |t Strength of materials and structures. |b 4th ed. |d Oxford ; New York : Butterworth-Heinemann, ©1999 |z 0340719206 |z 9780340719206 |w (OCoLC)52449199 |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=313942 |z Texto completo |
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| 938 | |a EBSCOhost |b EBSC |n 207447 | ||
| 938 | |a YBP Library Services |b YANK |n 2726263 | ||
| 994 | |a 92 |b IZTAP | ||