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100402s1974 nyua ob 001 0 eng d |
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|a OCLCE
|b eng
|e pn
|c OCLCE
|d OCLCQ
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|d OCLCF
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|a 648350716
|a 894790883
|a 899002723
|a 974619173
|a 974669734
|a 1100840329
|a 1153469300
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|a 9781483145716
|q (electronic bk.)
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|a 1483145719
|q (electronic bk.)
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|z 0080171001
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|z 9780080171005
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|a (OCoLC)596862568
|z (OCoLC)648350716
|z (OCoLC)894790883
|z (OCoLC)899002723
|z (OCoLC)974619173
|z (OCoLC)974669734
|z (OCoLC)1100840329
|z (OCoLC)1153469300
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|a dlr
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|a TA417.6
|b .R67 1974
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|a TEC
|x 009000
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|a 620.1/123
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|a 51.30
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|a Rosenthal, Daniel M.
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|a Resistance and deformation of solid media.
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|a New York :
|b Pergamon Press,
|c [1974]
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|a 1 online resource (xxi, 348 pages) :
|b illustrations
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|a text
|b txt
|2 rdacontent
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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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|a Pergamon unified engineering series ;
|v 11
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|a Includes bibliographical references.
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|3 Use copy
|f Restrictions unspecified
|2 star
|5 MiAaHDL
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|a Electronic reproduction.
|b [Place of publication not identified] :
|c HathiTrust Digital Library,
|d 2010.
|5 MiAaHDL
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|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
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|a digitized
|c 2010
|h HathiTrust Digital Library
|l committed to preserve
|2 pda
|5 MiAaHDL
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|a Print version record.
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|a Front Cover; Resistance and Deformation of Solid Media; Copyright Page; Dedication; Table of Contents; About the Author; Preface; Introduction; CONCEPTS AND DEFINITIONS; THE PARTICULATE AND THE CONTINUUM; Chapter 1. Elasticity; 1-1 COULOMB'S LAW; 1-2 ELECTROSTATIC REPULSION; 1-3 SMALL DEFORMATIONS, HOOKE'S LAW; 1-4 STRESS AND STRAIN; 1-5 BULK MODULUS B; 1-6 IONIC CRYSTALS; 1-7 LATERAL CONTRACTION: POISSON'S RATIO; 1-8 BULK MODULUS B AND YOUNG'S MODULUS E; 1-9 ANISOTROPY OF E: THE QUASI-ISOTROPY; 1-10 SHEAR MODULUS G; 1-11 MODULUS OF ELASTICITY AND PERIODIC TABLE.
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|a 1-12 WORK OF DEFORMATION AND ELASTIC ENERGY1-13 CONCLUDING REMARKS; 1-14 PROBLEMS; Chapter 2. Plasticity; 2-1 PERFECT CRYSTAL; 2-2 DEFECTIVE CRYSTAL: DISLOCATION; 2-3 STRAIN HARDENING; 2-4 MECHANISM OF SLIP IN UNIAXIAL TENSION; 2-5 RELATION BETWEEN SHEAR STRAIN AND AXIAL STRAIN; 2-6 RELATION BETWEEN SHEAR STRESS AND AXIAL STRESS; 2-7 PLASTIC STRESS-STRAIN DIAGRAM; 2-8 ACTUAL STRESS-STRAIN DIAGRAM; 2-9 CONVENTIONAL AND TRUE STRESS; 2-10 WORK OF DEFORMATION; 2-11 THE DISSIPATIVE AND RECOVERABLE COMPONENTS OF WORK OF DEFORMATION; 2-12 CONCLUDING REMARKS; 2-13 PROBLEMS.
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|a Chapter 3. Viscosity and Creep3-1 LAMINAR FLOW AND NEWTON'S LAW OF VISCOSITY; 3-2 COEFFICIENT OF VISCOSITY; 3-3 POISE AND CENTIPOISE; 3-4 RANGE OF VARIATION; 3-5 EFFECT OF TEMPERATURE; 3-6 COEFFICIENT OF FLUIDITY: KINEMATIC VISCOSITY; 3-7 ILLUSTRATIVE EXAMPLE; 3-8 NON-NEWTONIAN LIQUIDS; 3-9 VISCOELASTICITY; 3-10 STRESS RELAXATION: RELAXATION TIME; 3-11 ILLUSTRATIVE EXAMPLES; 3-12 RECOVERABLE CREEP (Delayed Elasticity); 3-13 PERMANENT CREEP; 3-14 POWER OF DEFORMATION; 3-15 CONCLUDING REMARKS; 3-16 PROBLEMS; Chapter 4. Basic Principles; 4-1 PRINCIPLES OF EQUILIBRIUM OF FORCES AND MOMENTS.
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|a 4-2 PRINCIPLE OF CONTINUITY OF DEFORMATION4-3 ASSUMPTION OF SMALL DEFORMATIONS; 4-4 PROBLEMS; Chapter 5. Homogeneous State; 5-1 STRESS AT A POINT: MACROSCOPIC APPROACH; 5-2 PRISMATIC BARS UNDER AXIAL LOADING; 5-3 STATICALLY DETERMINATE AND STATICALLY INDETERMINATE STRUCTURES; 5-4 ILLUSTRATION OF A STATICALLY INDETERMINATE STRUCTURE; 5-5 COMPOSITE BARS; 5-6 THERMAL STRESSES IN BARS; 5-7 THIN-WALL PRESSURE VESSELS; 5-8 SPHERICAL PRESSURE VESSELS; 5-9 TORSION OF THIN-WALL TUBES; 5-9 PROBLEMS; Chapter 6. Uniaxial State: Plane Bending; 6-1 PURE BENDING; 6-2 BERNOUILLI'S HYPOTHESIS.
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|a 6-3 equilibrium of forces and moments6-4 elastic bending; 6-5 viscous bending; 6-6 viscoelastic bending; 6-7 recoverable creep in bending; 6-8 incipient plastic deformation; 6-9 distortion of the cross section: anticlastic surface; 6-10 bending by transverse forces; 6-11 bending by distributed forces; 6-12 illustrative examples; 6-13 beams of variable cross section; 6-14 deflection of beams; 6-15 work of deformation in bending; 6-16 virtual work in bending; 6-17 virtual work and beam deflection; 6-18 virtual work and statically indeterminate beam; 6-19 problems.
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|a Resistance and Deformation of Solid Media is an introduction to the analysis of the resistance and deformation of solid media, specifically when they behave under the application of external loading. The book includes different concepts such as the elastic, plastic, and viscous properties of different solid materials; the basic principles of equilibrium of forces and movements; continuity and deformation; the homogenous, uniaxial, and biaxial states of strain and stress with different materials; structural and material instability; and fracture. Aimed not only for future structural engineers.
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650 |
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|a Deformations (Mechanics)
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650 |
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|a Strains and stresses.
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650 |
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6 |
|a D�eformations (M�ecanique)
|0 (CaQQLa)201-0011025
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650 |
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6 |
|a Contraintes (M�ecanique)
|0 (CaQQLa)201-0015088
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|a deformation.
|2 aat
|0 (CStmoGRI)aat300072976
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|a TECHNOLOGY & ENGINEERING
|x Engineering (General)
|2 bisacsh
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|a TECHNOLOGY & ENGINEERING
|x Reference.
|2 bisacsh
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650 |
|
7 |
|a Deformations (Mechanics)
|2 fast
|0 (OCoLC)fst00889780
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650 |
|
7 |
|a Strains and stresses
|2 fast
|0 (OCoLC)fst01134288
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776 |
0 |
8 |
|i Print version:
|a Rosenthal, Daniel M.
|t Resistance and deformation of solid media.
|d New York, Pergamon Press [1974]
|w (DLC) 72010583
|w (OCoLC)495119
|
830 |
|
0 |
|a Pergamon unified engineering series ;
|v 11.
|
856 |
4 |
0 |
|u https://sciencedirect.uam.elogim.com/science/book/9780080171005
|z Texto completo
|