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| 050 |
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4 |
|a TA418.14
|b .C34 1969eb
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|a TEC
|x 009000
|2 bisacsh
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|a TEC
|x 035000
|2 bisacsh
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|a HCDD
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| 100 |
1 |
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|a Calladine, C. R.
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| 245 |
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|a Engineering plasticity /
|c C.R. Calladine.
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| 250 |
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|a First edition].
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| 264 |
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|a Oxford ;
|a New York :
|b Pergamon Press,
|c [1969]
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| 300 |
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|a 1 online resource (xiv, 318 pages) :
|b illustrations
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| 336 |
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|a text
|b txt
|2 rdacontent
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| 337 |
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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| 490 |
1 |
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|a Commonwealth and international library. Structures and solid body mechanics division.
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|a Includes bibliographical references (pages 295-297).
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|a Print version record.
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|6 880-01
|a Front Cover; Engineering Plasticity; Copyright Page; Dedication; Table of Contents; Preface; Chapter I. Introduction; 1.1. Metals and structural engineering; 1.2. A microscopic view; 1.3. The theory of plasticity; 1.4. The nature of physical theories; 1.5. The conceptual simplicity and power of plastic theory; 1.6. Uniqueness, indeterminacy and freedom; 1.7. Shortcomings; Chapter II. Specification of an Ideal Plastic Material; 2.1. Observations on a tension test; 2.2. Behaviour of metals on the atomic scale; 2.3. Tension and compression tests; 2.4. Instability in the tension test.
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|a 2.5. Materials with upper and lower yield points2.6. The Bauschinger effect; 2.7. The yield locus; 2.8. Yield surface for three-dimensional stress; 2.9. Symmetry of the C-curve; 2.10. The Tresca yield condition; 2.11. Plastic deformation; 2.12. The ""normality"" rule; 2.13. The Mises yield condition and associated flow rule; 2.14. Tresca or Mises yield condition?; 2.15. The experiments of Taylor and Quinney; 2.16. Correlation between tension and shear tests; 2.17. Perfectly plastic material; Chapter III. Features of the Behaviour of Structures made of Idealised Elastic-plastic Material.
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|6 880-02
|a 4.8. Corollaries of the bound theorems4.9. Problems solved in terms of stress resultants; Chapter V. Rotating Discs; 5.1. The rotating hoop; 5.2. The flat disc with no central hole; 5.3. A physical interpretation; 5.4. Discs with central holes; 5.5. Mechanisms of collapse; 5.6. Discs with edge loading; 5.7. Analysis of mass; 5.8. Discs of variable thickness; 5.9. Reinforcement of central holes; Chapter VI. Torsion; 6.1. Torsion of thin-walled tubes of arbitrary cross-section; 6.2. Lower-bound analysis of thick-walled tubes and solid cross-sections; 6.3. The sand-hill analogy.
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|a Engineering Plasticity deals with certain features of the theory of plasticity that can be applied to engineering design. Topics covered range from specification of an ideal plastic material to the behavior of structures made of idealized elastic-plastic material, theorems of plastic theory, and rotating discs, along with torsion, indentation problems, and slip-line fields. This book consists of 12 chapters and begins by providing an engineering background for the theory of plasticity, with emphasis on the use of metals in structural engineering; the nature of physical theories; and the conce.
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| 546 |
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|a English.
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| 650 |
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|a Plasticity.
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| 650 |
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|a Plastic analysis (Engineering)
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| 650 |
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|a plasticity.
|2 aat
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| 650 |
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|a plastic design.
|2 aat
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| 650 |
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|a TECHNOLOGY & ENGINEERING
|x Engineering (General)
|2 bisacsh
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| 650 |
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|a TECHNOLOGY & ENGINEERING
|x Reference.
|2 bisacsh
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| 650 |
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7 |
|a Plastic analysis (Engineering)
|2 fast
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| 650 |
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7 |
|a Plasticity
|2 fast
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| 650 |
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7 |
|a Plastizitätstheorie
|2 gnd
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| 650 |
|
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|a Plasticité.
|2 ram
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| 758 |
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|i has work:
|a Engineering Plasticity (Text)
|1 https://id.oclc.org/worldcat/entity/E39PCY6cXjT6YXkhCVVPGcRmgq
|4 https://id.oclc.org/worldcat/ontology/hasWork
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| 776 |
0 |
8 |
|i Print version:
|a Calladine, C.R.
|t Engineering plasticity.
|b First edition]
|z 0080139701
|w (DLC) 76079460
|w (OCoLC)18062
|
| 830 |
|
0 |
|a Commonwealth and international library.
|p Structures and solid body mechanics division.
|
| 856 |
4 |
0 |
|u https://ebookcentral.proquest.com/lib/holycrosscollege-ebooks/detail.action?docID=1828868
|y Click for online access
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| 880 |
8 |
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|6 505-01/(S
|a 6.4. Re-entrant corners6.5. Other aspects of plastic torsion; 6.6. Combined torsion and tension; 6.7. Combined torsion, bending and tension; Chapter VII. Indentation Problems; 7.1. Upper-bound approac; 7.2. Lower-bound approach; 7.5. A simpler problem; 7.4. Experimental confirmation: the hardness test; 7.5. Indentation of finite blocks of plastic material; 7.6. The effects of friction; 7.7. Compression of a sheet between broad dies; Chapter VIII. Introduction to Slip-line Fields; 8.1. Equilibrium equations; 8.2. Geometry of α, β nets; 8.3. Hyperbolic equations; 8.4. Extension of α, β nets.
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| 880 |
8 |
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|6 505-02/(S
|a 3.1. Ideal elastic-plastic material3.2. Equations of the problem; 3.3. Ambiguity of σz; 3.4. Elastic-plastic deformation; 3.5. Behaviour under rising and falling pressure; 3.6. The effect of residual stresses; 3.7. Shakedown -- 3.8. A work calculation; 3.9. Summary; Chapter IV. Theorems of Plastic Theory; 4.1. Lower and upper bounds on collapse loads; 4.2. The lower-bound (safe) theorem; 4.3. Proof of the lower-bound theorem; 4.4. Loads other than point loads; 4.5. The upper-bound theorem; 4.6. Calculation of dissipation of energy; 4.7. Simpler form of the proofs.
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| 903 |
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|a EBC-AC
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| 994 |
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|a 92
|b HCD
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