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Peterson's Stress Concentration Factors 4th edition [Hardback]

(University of Virginia, School of Engineering and Applied Science, Charlottesville), (Shanghai University; Purdue University), (ATK Launch Systems Inc., Utah)
  • Formāts: Hardback, 640 pages, height x width x depth: 239x198x53 mm, weight: 1134 g
  • Izdošanas datums: 09-Apr-2020
  • Izdevniecība: John Wiley & Sons Inc
  • ISBN-10: 1119532515
  • ISBN-13: 9781119532514
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Peterson's Stress Concentration Factors 4th editionPalielināt
  • Formāts: Hardback, 640 pages, height x width x depth: 239x198x53 mm, weight: 1134 g
  • Izdošanas datums: 09-Apr-2020
  • Izdevniecība: John Wiley & Sons Inc
  • ISBN-10: 1119532515
  • ISBN-13: 9781119532514
Citas grāmatas par šo tēmu:
Permanent link: https://www.kriso.lv/db/9781119532514.html
Keywords:
"Peterson's Stress Concentration Factors establishes and maintains a system of data classification for all the applications of stress and strain analysis, and expedites their synthesis into CAD applications. Updated to reflect today's advances in stress and strain analysis, this book presents stress concentration factors both graphically and with formulas. The illustrated index allows readers to identify structures and shapes of interest based on the geometry and loading of the location of a stress concentration factor. This Fourth Edition includes a thorough introduction of the theory and methods for static and fatigue design, quantification of stress and strain, research on stress concentration factors for weld joints and composite materials, and a newintroduction to the systematic stress analysis approach using Finite Element Analysis (FEA)"--

The bible of stress concentration factors—updated to reflect today's advances in stress analysis 

This book establishes and maintains a system of data classification for all the applications of stress and strain analysis, and expedites their synthesis into CAD applications. Filled with all of the latest developments in stress and strain analysis, this Fourth Edition presents stress concentration factors both graphically and with formulas, and the illustrated index allows readers to identify structures and shapes of interest based on the geometry and loading of the location of a stress concentration factor. 

Peterson's Stress Concentration Factors, Fourth Edition includes a thorough introduction of the theory and methods for static and fatigue design, quantification of stress and strain, research on stress concentration factors for weld joints and composite materials, and a new introduction to the systematic stress analysis approach using Finite Element Analysis (FEA). From notches and grooves to shoulder fillets and holes, readers will learn everything they need to know about stress concentration in one single volume.

  • Peterson's is the practitioner's go-to stress concentration factors reference
  • Includes completely revised introductory chapters on fundamentals of stress analysis; miscellaneous design elements; finite element analysis (FEA) for stress analysis
  • Features new research on stress concentration factors related to weld joints and composite materials
  • Takes a deep dive into the theory and methods for material characterization, quantification and analysis methods of stress and strain, and static and fatigue design 

Peterson's Stress Concentration Factors is an excellent book for all mechanical, civil, and structural engineers, and for all engineering students and researchers.

Index To The Stress Concentration Factors xv
Preface For The Fourth Edition xxxi
Preface For The Third Edition xxxiii
Preface For The Second Edition xxxv
1 Fundamentals Of Stress Analysis
1(88)
1.1 Stress Analysis in Product Design
2(2)
1.2 Solid Objects Under Loads
4(2)
1.3 Types of Materials
6(1)
1.4 Materials Properties and Testing
7(10)
1.4.1 Tensile and Compression Tests
8(1)
1.4.2 Hardness Tests
8(5)
1.4.3 Shear Tests
13(1)
1.4.4 Fatigue Tests
14(2)
1.4.5 Impact Tests
16(1)
1.5 Static and Fatigue Failures
17(2)
1.6 Uncertainties, Safety Factors, and Probabilities
19(2)
1.7 Stress Analysis of Mechanical Structures
21(9)
1.7.1 Procedure of Stress Analysis
21(1)
1.7.2 Geometric Discontinuities of Solids
21(2)
1.7.3 Load Types
23(1)
1.7.4 Stress and Representation
24(2)
1.7.4.1 Simple Stress
26(1)
1.7.4.2 General Stresses
26(1)
1.7.4.3 Principal Stresses and Directions
27(3)
1.8 Failure Criteria of Materials
30(9)
1.8.1 Maximum Shear Stress (MSS) Theory
30(2)
1.8.2 Distortion Energy (DE) Theory
32(2)
1.8.3 Maximum Normal Stress (MNS) Theory
34(2)
1.8.4 Ductile and Brittle Coulomb-Mohr (CM) Theory
36(1)
1.8.5 Modified-Mohr (MM) Theory
37(1)
1.8.6 Guides for Selection of Failure Criteria
37(2)
1.9 Stress Concentration
39(7)
1.9.1 Selection of Nominal Stresses as Reference
42(3)
1.9.2 Accuracy of Stress Concentration Factors
45(1)
1.9.3 Decay of Stress away from the Peak Stress
46(1)
1.10 Stress Concentration as a Two-Dimensional Problem
46(1)
1.11 Stress Concentration as a Three-Dimensional Problem
47(2)
1.12 Plane and Axisyrnmetric Problems
49(3)
1.13 Local and Nonlocal Stress Concentration
52(5)
1.14 Multiple Stress Concentration
57(4)
1.15 Principle of Superposition for Combined Loads
61(3)
1.16 Notch Sensitivity
64(5)
1.17 Design Relations for Static Stress
69(3)
1.17.1 Ductile Materials
69(2)
1.17.2 Brittle Materials
71(1)
1.18 Design Relations for Alternating Stress
72(2)
1.18.1 Ductile Materials
72(1)
1.18.2 Brittle Materials
73(1)
1.19 Design Relations for Combined Alternating and Static Stresses
74(4)
1.19.1 Ductile Materials
74(3)
1.19.2 Brittle Materials
77(1)
1.20 Limited Number of Cycles of Alternating Stress
78(1)
1.21 Stress Concentration Factors and Stress Intensity Factors
79(4)
1.22 Selection of Safety Factors
83(2)
References
85(4)
2 Notches and Grooves
89(78)
2.1 Notation
89(1)
2.2 Stress Concentration Factors
90(2)
2.3 Notches in Tension
92(6)
2.3.1 Opposite Deep Hyperbolic Notches in an Infinite Thin Element; Shallow Elliptical, Semicircular, U-Shaped, or Keyhole-Shaped Notches in Semi-Infinite Thin Elements; Equivalent Elliptical Notch
92(2)
2.3.2 Opposite Single Semicircular Notches in a Finite-Width Thin Element
94(1)
2.3.3 Opposite Single U-Shaped Notches in a Finite-Width Thin Element
94(1)
2.3.4 Finite-Width Correction Factors for Opposite Narrow Single Elliptical Notches in a Finite-Width Thin Element
95(1)
2.3.5 Opposite Single V-Shaped Notches in a Finite-Width Thin Element
95(1)
2.3.6 Single Notch on One Side of a Thin Element
96(1)
2.3.7 Notches with Flat Bottoms
96(1)
2.3.8 Multiple Notches in a Thin Element
96(2)
2.3.9 Analytical Solutions for Stress Concentration Factors for Notched Bars
98(1)
2.4 Depressions in Tension
98(2)
2.4.1 Hemispherical Depression (Pit) in the Surface of a Semi-Infinite Body
98(1)
2.4.2 Hyperboloid Depression (Pit) in the Surface of a Finite-Thickness Element
98(1)
2.4.3 Opposite Shallow Spherical Depressions (Dimples) in a Thin Element
99(1)
2.5 Grooves in Tension
100(1)
2.5.1 Deep Hyperbolic Groove in an Infinite Member (Circular Net Section)
100(1)
2.5.2 U-Shaped Circumferential Groove in a Bar of Circular Cross Section
100(1)
2.5.3 Flat-Bottom Grooves
100(1)
2.5.4 Closed-Form Solutions for Grooves in Bars of Circular Cross Section
100(1)
2.6 Bending of Thin Beams with Notches
101(2)
2.6.1 Opposite Deep Hyperbolic Notches in an Infinite Thin Element
101(1)
2.6.2 Opposite Semicircular Notches in a Flat Beam
101(1)
2.6.3 Opposite U-Shaped Notches in a Flat Beam
101(1)
2.6.4 V-Shaped Notches in a Flat Beam Element
102(1)
2.6.5 Notch on One Side of a Thin Beam
102(1)
2.6.6 Single or Multiple Notches with Semicircular or Semielliptical Notch Bottoms
102(1)
2.6.7 Notches with Flat Bottoms
103(1)
2.6.8 Closed-Form Solutions for Stress Concentration Factors for Notched Beams
103(1)
2.7 Bending of Plates with Notches
103(1)
2.7.1 Various Edge Notches in an Infinite Plate in Transverse Bending
103(1)
2.7.2 Notches in a Finite-Width Plate in Transverse Bending
104(1)
2.8 Bending of Solids with Grooves
104(2)
2.8.1 Deep Hyperbolic Groove in an Infinite Member
104(1)
2.8.2 U-Shaped Circumferential Groove in a Bar of Circular Cross Section
104(1)
2.8.3 Flat-Bottom Grooves in Bars of Circular Cross Section
105(1)
2.8.4 Closed-Form Solutions for Grooves in Bars of Circular Cross Section
105(1)
2.9 Direct Shear and Torsion
106(3)
2.9.1 Deep Hyperbolic Notches in an Infinite Thin Element in Direct Shear
106(1)
2.9.2 Deep Hyperbolic Groove in an Infinite Member
106(1)
2.9.3 U-Shaped Circumferential Groove in a Bar of Circular Cross Section Subject to Torsion
106(2)
2.9.4 V-Shaped Circumferential Groove in a Bar of Circular Cross Section Under Torsion
108(1)
2.9.5 Shaft in Torsion with Grooves with Flat Bottoms
108(1)
2.9.6 Closed-Form Formulas for Grooves in Bars of Circular Cross Section Under Torsion
109(1)
2.10 Test Specimen Design for Maximum K, for a Given r/D or r/H I
109(1)
References
109(4)
Charts
113(54)
3 Shoulder Fillets
167(42)
3.1 Notation
167(2)
3.2 Stress Concentration Factors
169(1)
3.3 Tension (Axial Loading)
170(7)
3.3.1 Opposite Shoulder Fillets in a Flat Bar
170(1)
3.3.2 Effect of Length of Element
170(1)
3.3.3 Effect of Shoulder Geometry in a Flat Member
170(1)
3.3.4 Effect of a Trapezoidal Protuberance on the Edge of a Flat Bar
171(1)
3.3.5 Fillet of Noncircular Contour in a Flat Stepped Bar
172(3)
3.3.6 Stepped Bar of Circular Cross Section with a Circumferential Shoulder Fillet
175(1)
3.3.7 Tubes
176(1)
3.3.8 Stepped Pressure Vessel Wall with Shoulder Fillets
176(1)
3.4 Bending
177(1)
3.4.1 Opposite Shoulder Fillets in a Flat Bar
177(1)
3.4.2 Effect of Shoulder Geometry in a Flat Thin Member
177(1)
3.4.3 Elliptical Shoulder Fillet in a Flat Member
177(1)
3.4.4 Stepped Bar of Circular Cross Section with a Circumferential Shoulder Fillet
177(1)
3.5 Torsion
178(2)
3.5.1 Stepped Bar of Circular Cross Section with a Circumferential Shoulder Fillet
178(1)
3.5.2 Stepped Bar of Circular Cross Section with a Circumferential Shoulder Fillet and a Central Axial Hole
178(1)
3.5.3 Compound Fillet
179(1)
3.6 Methods of Reducing Stress Concentration at a Shoulder
180(2)
References
182(2)
Charts
184(25)
4 Holes
209(230)
4.1 Notation
209(2)
4.2 Stress Concentration Factors
211(3)
4.3 Circular Holes with In-Plane Stresses
214(33)
4.3.1 Single Circular Hole in an Infinite Thin Element in Uniaxial Tension
214(3)
4.3.2 Single Circular Hole in a Semi-Infinite Element in Uniaxial Tension
217(1)
4.3.3 Single Circular Hole in a Finite-Width Element in Uniaxial Tension
218(1)
4.3.4 Effect of Length of Element
218(1)
4.3.5 Single Circular Hole in an Infinite Thin Element under Biaxial In-Plane Stresses
219(1)
4.3.6 Single Circular Hole in a Cylindrical Shell with Tension or Internal Pressure
220(3)
4.3.7 Circular or Elliptical Hole in a Spherical Shell with Internal Pressure
223(1)
4.3.8 Reinforced Hole Near the Edge of a Semi-Infinite Element in Uniaxial Tension
223(3)
4.3.9 Symmetrically Reinforced Hole in a Finite-Width Element in Uniaxial Tension
226(1)
4.3.10 Nonsymmetrical Reinforced Hole in a Finite-Width Element in Uniaxial Tension
227(1)
4.3.11 Symmetrically Reinforced Circular Hole in a Biaxially Stressed Wide, Thin Element
227(8)
4.3.12 Circular Hole with Internal Pressure
235(1)
4.3.13 Two Circular Holes of Equal Diameter in a Thin Element in Uniaxial Tension or Biaxial In-Plane Stresses
236(5)
4.3.14 Two Circular Holes of Unequal Diameter in a Thin Element in Uniaxial Tension or Biaxial In-Plane Stresses
241(2)
4.3.15 Single Row of Equally Distributed Circular Holes in an Element in Tension
243(1)
4.3.16 Double Row of Circular Holes in a Thin Element in Uniaxial Tension
243(1)
4.3.17 Symmetrical Pattern of Circular Holes in a Thin Element in Uniaxial Tension or Biaxial In-Plane Stresses
244(1)
4.3.18 Radially Stressed Circular Element with a Ring of Circular Holes, with or without a Central Circular Hole
245(1)
4.3.19 Thin Element with Circular Holes with Internal Pressure
246(1)
4.4 Elliptical Holes in Tension
247(16)
4.4.1 Single Elliptical Hole in Infinite- and Finite-Width Thin Elements in Uniaxial Tension
250(2)
4.4.2 Width Correction Factor for a Cracklike Central Slit in a Tension Panel
252(1)
4.4.3 Single Elliptical Hole in an Infinite, Thin Element Biaxially Stressed
253(10)
4.4.4 Infinite Row of Elliptical Holes in Infinite- and Finite-Width Thin Elements in Uniaxial Tension
263(1)
4.4.5 Elliptical Hole with Internal Pressure
263(1)
4.4.6 Elliptical Holes with Bead Reinforcement in an Infinite Thin Element under Uniaxial and Biaxial Stresses
263(1)
4.5 Various Configurations with In-Plane Stresses
263(11)
4.5.1 Thin Element with an Ovaloid; Two Holes Connected by a Slit under Tension; Equivalent Ellipse
263(2)
4.5.2 Circular Hole with Opposite Semicircular Lobes in a Thin Element in Tension
265(1)
4.5.3 Infinite Thin Element with a Rectangular Hole with Rounded Corners Subject to Uniaxial or Biaxial Stress
266(1)
4.5.4 Finite-Width Tension Thin Element with Round-Cornered Square Hole
267(1)
4.5.5 Square Holes with Rounded Comers and Bead Reinforcement in an Infinite Panel under Uniaxial and Biaxial Stresses
267(1)
4.5.6 Round-Cornered Equilateral Triangular Hole in an Infinite Thin Element Under Various States of Tension
267(1)
4.5.7 Uniaxially Stressed Tube or Bar of Circular Cross Section with a Transverse Circular Hole
267(1)
4.5.8 Round Pin Joint in Tension
268(1)
4.5.9 Inclined Round Hole in an Infinite Panel Subjected to Various States of Tension
269(1)
4.5.10 Pressure Vessel Nozzle (Reinforced Cylindrical Opening)
270(1)
4.5.11 Spherical or Ellipsoidal Cavities
271(1)
4.5.12 Spherical or Ellipsoidal Inclusions
272(2)
4.6 Holes in Thick Elements
274(10)
4.6.1 Countersunk Holes
276(1)
4.6.2 Cylindrical Tunnel
277(1)
4.6.3 Intersecting Cylindrical Holes
278(1)
4.6.4 Rotating Disk with a Hole
279(2)
4.6.5 Ring or Hollow Roller
281(1)
4.6.6 Pressurized Cylinder
281(1)
4.6.7 Pressurized Hollow Thick Cylinder with a Circular Hole in the Cylinder Wall
282(1)
4.6.8 Pressurized Hollow Thick Square Block with a Circular Hole in the Wall
283(1)
4.6.9 Other Configurations
283(1)
4.7 Orthotropic Thin Members
284(4)
4.7.1 Orthotropic Panel with an Elliptical Hole
284(2)
4.7.2 Orthotropic Panel with a Circular Hole
286(1)
4.7.3 Orthotropic Panel with a Crack
286(1)
4.7.4 Isotropic Panel with an Elliptical Hole
286(1)
4.7.5 Isotropic Panel with a Circular Hole
286(1)
4.7.6 More Accurate Theory for a/b > 4
287(1)
4.8 Bending
288(4)
4.8.1 Bending of a Beam with a Central Hole
288(1)
4.8.2 Bending of a Beam with a Circular Hole Displaced from the Center Line
289(1)
4.8.3 Curved Beams with Circular Holes
289(1)
4.8.4 Bending of a Beam with an Elliptical Hole; Slot with Semicircular Ends (Ovaloid); or Round-Comered Square Hole
290(1)
4.8.5 Bending of an Infinite- and a Finite-Width Plate with a Single Circular Hole
290(1)
4.8.6 Bending of an Infinite Plate with a Row of Circular Holes
291(1)
4.8.7 Bending of an Infinite Plate with a Single Elliptical Hole
291(1)
4.8.8 Bending of an Infinite Plate with a Row of Elliptical Holes
291(1)
4.8.9 Tube or Bar of Circular Cross Section with a Transverse Hole
291(1)
4.9 Shear and Torsion
292(4)
4.9.1 Shear Stressing of an Infinite Thin Element with Circular or Elliptical Hole, Unreinforced and Reinforced
292(1)
4.9.2 Shear Stressing of an Infinite Thin Element with a Round-Cornered Rectangular Hole, Unreinforced and Reinforced
293(1)
4.9.3 Two Circular Holes of Unequal Diameter in a Thin Element in Pure Shear
293(1)
4.9.4 Shear Stressing of an Infinite Thin Element with Two Circular Holes or a Row of Circular Holes
294(1)
4.9.5 Shear Stressing of an Infinite Thin Element with an Infinite Pattern of Circular Holes
294(1)
4.9.6 Twisted Infinite Plate with a Circular Hole
294(1)
4.9.7 Torsion of a Cylindrical Shell with a Circular Hole
294(1)
4.9.8 Torsion of a Tube or Bar of Circular Cross Section with a Transverse Circular Hole
294(2)
References
296(11)
Charts
307(132)
5 Miscellaneous Design Elements
439(78)
5.1 Notation
439(2)
5.2 Shaft with Key seat
441(4)
5.2.1 Bending
442(1)
5.2.2 Torsion
442(1)
5.2.3 Torque Transmitted Through a Key
443(1)
5.2.4 Combined Bending and Torsion
443(1)
5.2.5 Effect of Proximity of Keyseat to Shaft Shoulder Fillet
443(1)
5.2.6 Fatigue Failures
444(1)
5.3 Splined Shaft in Torsion
445(1)
5.4 Gear Teeth
445(2)
5.5 Press- or Shrink-Fitted Members
447(3)
5.6 Bolt and Nut
450(2)
5.7 Bolt Head, Turbine-Blade, or Compressor-Blade Fastening (T-Head)
452(2)
5.8 Lug Joint
454(3)
5.8.1 Lugs with h/d > 0.5
455(1)
5.8.2 Lugs with h/d < 0.5
456(1)
5.9 Curved Bar
457(1)
5.10 Helical Spring
458(3)
5.10.1 Round or Square Wire Compression or Tension Spring
458(2)
5.10.2 Rectangular Wire Compression or Tension Spring
460(1)
5.10.3 Helical Torsion Spring
461(1)
5.11 Crankshaft
461(1)
5.12 Crane Hook
462(1)
5.13 U-Shaped Member
462(1)
5.14 Angle and Box Sections
463(1)
5.15 Cylindrical Pressure Vessel with Torispherical Ends
463(1)
5.16 Welds
464(7)
5.17 Parts with Inhomogeneous Materials or Composites
471(1)
5.18 Parts with Defects
471(3)
5.19 Parts with Threads
474(1)
5.20 Frame Stiffeners
475(1)
5.21 Discontinuities with Additional Considerations
476(1)
5.22 Pharmaceutical Tablets with Holes
477(1)
5.23 Parts with Residual Stresses
478(1)
5.24 Surface Roughness
479(1)
5.25 New Approaches for Parametric Studies
480(1)
References
481(8)
Charts
489(28)
6 Finite Element Analysis (FEA) For Stress Analysis
517(72)
6.1 Structural Analysis Problems
518(1)
6.2 Types of Engineering Analysis Methods
519(1)
6.3 Structural Analysis Theory
520(27)
6.3.1 Trusses and Frame Structures
523(1)
6.3.1.1 Trusses
523(3)
6.3.1.2 Boundary Conditions (BCs) and Loads
526(1)
6.3.1.3 Frame Structure
527(3)
6.3.2 Plane Stress and Strain Problems
530(1)
6.3.2.1 Plane Stresses
530(5)
6.3.2.2 Plane Strain Problems
535(1)
6.3.3 Modal Analysis
535(2)
6.3.3.1 Two-Dimensional Truss Member in LCS
537(1)
6.3.3.2 Two-Dimensional Beam Member in LCS
538(2)
6.3.3.3 Modeling of Two-Dimensional Frame Element
540(2)
6.3.4 Fatigue Analysis
542(1)
6.3.4.1 Strain-Life Method
543(1)
6.3.4.2 Linear Elastic Fracture Mechanics Method
544(1)
6.3.4.3 Stress-Life Method
545(1)
6.3.4.4 Selection of Fatigue Analysis Methods
546(1)
6.4 Finite Element Anlaysis (FEA) for Structural Analysis
547(15)
6.4.1 CAD/CAE Interface
551(1)
6.4.2 Materials Library
552(2)
6.4.3 Meshing Tool
554(4)
6.4.4 Analysis Types
558(1)
6.4.5 Tools for Boundary Conditions
559(1)
6.4.6 Solvers to FEA Models
559(3)
6.4.7 Postprocessing
562(1)
6.5 Planning V&V in FEA Modeling
562(15)
6.5.1 Sources of Errors
563(1)
6.5.1.1 Error Quantification
563(1)
6.5.1.2 System Inputs
564(1)
6.5.1.3 Errors of Idealization
565(1)
6.5.1.4 Errors of Mathematic Models
566(1)
6.5.1.5 Errors of Model or Analysis Type
567(1)
6.5.2 Verification
567(1)
6.5.2.1 Code Verification
568(3)
6.5.2.2 Calculation Verification
571(1)
6.5.2.3 Meshing Verification
572(3)
6.5.2.4 Convergence Study
575(1)
6.5.2.5 Benchmarking
576(1)
6.6 Finite Element Analysis for Verification of Structural Analysis
577(3)
6.7 FEA for Stress Analysis of Assembly Models
580(2)
6.8 Parametric Study for Stress Analysis
582(4)
6.9 FEA on Study of Stress Concentration Factors
586(1)
References
586(3)
Index 589
WALTER D. PILKEY, PHD, was the Frederick Morse Professor in the Department of Mechanical, Aerospace, and Nuclear Engineering at the University of Virginia and a leading authority in the areas of stress and strain in mechanical and civil engineering. He is the author of Formulas for Stress, Strain, and Structural Matrices, Second Edition, and Analysis and Design of Elastic Beams, all from Wiley.

DEBORAH F. PILKEY, PHD, is an Engineer and Scientist in the Loads & Environments Department at Orbital ATK in Utah. She has been involved with structures technology, loads, dynamics, and production stress analysis of the Space Shuttle's main engines and their solid rocket motors.

ZHUMING BI, PHD, is a professor of Mechanical Engineering. He is affiliated with the School of Electromechanical Engineering and Automation, Shanghai University and the Department of Civil and Mechanical Engineering at Purdue University. He has over 25 years of experience in Machine Design, Modelling & Simulation, and CAD/CAM.