The Resource Mechanics of materials 1 : an introduction to the mechanics of elastic and plastic deformation of solids and structural materials, E.J. Hearn, (electronic resource)

Mechanics of materials 1 : an introduction to the mechanics of elastic and plastic deformation of solids and structural materials, E.J. Hearn, (electronic resource)

Label
Mechanics of materials 1 : an introduction to the mechanics of elastic and plastic deformation of solids and structural materials
Title
Mechanics of materials 1
Title remainder
an introduction to the mechanics of elastic and plastic deformation of solids and structural materials
Statement of responsibility
E.J. Hearn
Title variation
Introduction to the mechanics of elastic and plastic deformation of solids and structural materials
Creator
Subject
Genre
Language
  • eng
  • eng
Summary
One of the most important subjects for any student of engineering to master is the behaviour of materials and structures under load. The way in which they react to applied forces, the deflections resulting and the stresses and strains set up in the bodies concerned are all vital considerations when designing a mechanical component such that it will not fail under predicted load during its service lifetime.All the essential elements of a treatment of these topics are contained within this course of study, starting with an introduction to the concepts of stress and strain, shear force a
Cataloging source
MiAaPQ
http://library.link/vocab/creatorName
Hearn, E. J.
Dewey number
  • 620.1/123 21
  • 620.112
Illustrations
illustrations
Index
index present
Language note
English
LC call number
TA405
LC item number
.H3 1997
Literary form
non fiction
Nature of contents
  • dictionaries
  • bibliography
Series statement
Mechanics of materials
Series volume
1
http://library.link/vocab/subjectName
  • Strength of materials
  • Elasticity
Label
Mechanics of materials 1 : an introduction to the mechanics of elastic and plastic deformation of solids and structural materials, E.J. Hearn, (electronic resource)
Instantiates
Publication
Note
Description based upon print version of record
Antecedent source
unknown
Bibliography note
Includes bibliographical references and indexes
Carrier category
online resource
Carrier category code
  • cr
Content category
text
Content type code
  • txt
Contents
  • Front Cover; Mechanics of Materials 1; Copyright Page; Contents; Introduction; Notation; Chapter 1. Simple Stress and Strain; 1.1 Load; 1.2 Direct or normal stress ( σ ); 1.3 Direct strain ( ε ); 1.4 Sign convention for direct stress and strain; 1.5 Elastic materials - Hooke's law; 1.6 Modulus of elasticity - Young's modulus; 1.7 Tensile test; 1.8 Ductile materials; 1.9 Brittle materials; 1.10 Poisson's ratio; 1.11 Application of Poisson's ratio to a two-dimensional stress system; 1.12 Shear stress; 1.13 Shear strain; 1.14 Modulus of rioidity; 1.15 Double shear
  • 1.16 Allowable workino stress - factor of safety1.17 Load factor; 1.18 Temperature stresses; 1.19 Stress concentrations - stress concentration factor; 1.20 Toughness; 1.21 Creep and fatigue; Examples; Problems; Bibliography; Chapter 2. Compound Bars; Summary; 2.1 Compound bars subjected to external load; 2.2 Compound bars- ""equivalent"" or ""combined"" modulus; 2.3 Compound bars subjected to temperature change; 2.4 Compound bar (tube and rod); 2.5 Compound bars subjected to external load and temperature effects; 2.6 Compound thick cylinders subjected to temperature changes; Examples
  • ProblemsChapter 3. Shearing Force and Bending Moment Diagrams; Summary; 3.1 Shearing force and bending moment; 3.2 S.F. and B.M. diagrams for beams carrying concentrated loads only; 3.3 S.F and B.M. diagrams for uniformly distributed loads; 3.4 S.F. and B.M. diagrams for combined concentrated and uniformly distributed loads; 3.5 Points of contraflexure; 3.6 Relationship between S.F. Q, B.M. M, and intensity of loading w; 3.7 S.F. and B.M. diagrams for an applied couple or moment; 3.8 S.F. and B.M. diagrams for inclined loads; 3.9 Graphical construction of S.F and B.M. diagrams
  • 3.10 S.F. and B.M. diagrams for beams carrying distributed loads of increasing value3.11 S.F. at points of application of concentrated loads; Examples; Problems; Chapter 4. Bending; Summary; Introduction; 4.1 Simple bending theory; 4.2 Neutral axis; 4.3 Section modulus; 4.4 Second moment of area; 4.5 Bending of composite or flitched beams; 4.6 Reinforced concrete beams - simple tension reinforcement; 4.7 Skew loading; 4.8 Combined bending and direct stress-eccentric loading; 4.9 ""Middle-quarter"" and ""middle-third"" rules; 4.10 Shear stresses owing to bending; 4.11 Strain energy in bending
  • 4.12 Limitations of the simple bending theoryExamples; Problems; Chapter 5. Slope and Deflection of Beams; Summary; Introduction; 5.1 Relationship between loading, S.F., B.M., slope and deflection; 5.2 Direct integration method; 5.3 Macaulay's method; 5.4 Macaulay's method for u.d.l's; 5.5 Macaulay's method for beams with u.d.l, applied over part of the beam; 5.6 Macaulay's method for couple applied at a point; 5.7 Mohr 's ""area-moment"" method; 5.8 Principle of superposition; 5.9 Energy method; 5.10 Maxwell 's theorem of reciprocal displacements
  • 5.11 Continuous beams - Clapeyron 's ""three-moment"" equation
Dimensions
unknown
Edition
3rd ed.
Extent
1 online resource (xxviii, 456 p.)
File format
unknown
Form of item
online
Isbn
9780080523996
Level of compression
unknown
Media category
computer
Media type code
  • c
Quality assurance targets
unknown
Reformatting quality
unknown
Sound
unknown sound
Specific material designation
remote
System control number
  • (CKB)111056552533178
  • (EBL)314005
  • (OCoLC)176082600
  • (SSID)ssj0000072502
  • (PQKBManifestationID)11997372
  • (PQKBTitleCode)TC0000072502
  • (PQKBWorkID)10103739
  • (PQKB)10401168
  • (MiAaPQ)EBC314005
  • (EXLCZ)99111056552533178
Label
Mechanics of materials 1 : an introduction to the mechanics of elastic and plastic deformation of solids and structural materials, E.J. Hearn, (electronic resource)
Publication
Note
Description based upon print version of record
Antecedent source
unknown
Bibliography note
Includes bibliographical references and indexes
Carrier category
online resource
Carrier category code
  • cr
Content category
text
Content type code
  • txt
Contents
  • Front Cover; Mechanics of Materials 1; Copyright Page; Contents; Introduction; Notation; Chapter 1. Simple Stress and Strain; 1.1 Load; 1.2 Direct or normal stress ( σ ); 1.3 Direct strain ( ε ); 1.4 Sign convention for direct stress and strain; 1.5 Elastic materials - Hooke's law; 1.6 Modulus of elasticity - Young's modulus; 1.7 Tensile test; 1.8 Ductile materials; 1.9 Brittle materials; 1.10 Poisson's ratio; 1.11 Application of Poisson's ratio to a two-dimensional stress system; 1.12 Shear stress; 1.13 Shear strain; 1.14 Modulus of rioidity; 1.15 Double shear
  • 1.16 Allowable workino stress - factor of safety1.17 Load factor; 1.18 Temperature stresses; 1.19 Stress concentrations - stress concentration factor; 1.20 Toughness; 1.21 Creep and fatigue; Examples; Problems; Bibliography; Chapter 2. Compound Bars; Summary; 2.1 Compound bars subjected to external load; 2.2 Compound bars- ""equivalent"" or ""combined"" modulus; 2.3 Compound bars subjected to temperature change; 2.4 Compound bar (tube and rod); 2.5 Compound bars subjected to external load and temperature effects; 2.6 Compound thick cylinders subjected to temperature changes; Examples
  • ProblemsChapter 3. Shearing Force and Bending Moment Diagrams; Summary; 3.1 Shearing force and bending moment; 3.2 S.F. and B.M. diagrams for beams carrying concentrated loads only; 3.3 S.F and B.M. diagrams for uniformly distributed loads; 3.4 S.F. and B.M. diagrams for combined concentrated and uniformly distributed loads; 3.5 Points of contraflexure; 3.6 Relationship between S.F. Q, B.M. M, and intensity of loading w; 3.7 S.F. and B.M. diagrams for an applied couple or moment; 3.8 S.F. and B.M. diagrams for inclined loads; 3.9 Graphical construction of S.F and B.M. diagrams
  • 3.10 S.F. and B.M. diagrams for beams carrying distributed loads of increasing value3.11 S.F. at points of application of concentrated loads; Examples; Problems; Chapter 4. Bending; Summary; Introduction; 4.1 Simple bending theory; 4.2 Neutral axis; 4.3 Section modulus; 4.4 Second moment of area; 4.5 Bending of composite or flitched beams; 4.6 Reinforced concrete beams - simple tension reinforcement; 4.7 Skew loading; 4.8 Combined bending and direct stress-eccentric loading; 4.9 ""Middle-quarter"" and ""middle-third"" rules; 4.10 Shear stresses owing to bending; 4.11 Strain energy in bending
  • 4.12 Limitations of the simple bending theoryExamples; Problems; Chapter 5. Slope and Deflection of Beams; Summary; Introduction; 5.1 Relationship between loading, S.F., B.M., slope and deflection; 5.2 Direct integration method; 5.3 Macaulay's method; 5.4 Macaulay's method for u.d.l's; 5.5 Macaulay's method for beams with u.d.l, applied over part of the beam; 5.6 Macaulay's method for couple applied at a point; 5.7 Mohr 's ""area-moment"" method; 5.8 Principle of superposition; 5.9 Energy method; 5.10 Maxwell 's theorem of reciprocal displacements
  • 5.11 Continuous beams - Clapeyron 's ""three-moment"" equation
Dimensions
unknown
Edition
3rd ed.
Extent
1 online resource (xxviii, 456 p.)
File format
unknown
Form of item
online
Isbn
9780080523996
Level of compression
unknown
Media category
computer
Media type code
  • c
Quality assurance targets
unknown
Reformatting quality
unknown
Sound
unknown sound
Specific material designation
remote
System control number
  • (CKB)111056552533178
  • (EBL)314005
  • (OCoLC)176082600
  • (SSID)ssj0000072502
  • (PQKBManifestationID)11997372
  • (PQKBTitleCode)TC0000072502
  • (PQKBWorkID)10103739
  • (PQKB)10401168
  • (MiAaPQ)EBC314005
  • (EXLCZ)99111056552533178

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