An Introduction to the Design and Behavior of Bolted Joints, Third Edition, Revised and Expanded

Couverture
CRC Press, 19 juil. 1995 - 992 pages
3 Avis
Offering a broad-based review of the factors affecting the design, assembly and behaviour of bolted joints and their components in all industries, this work details various assembly options as well as specific failure modes and strategies for their avoidance. This edition features material on: the contact stresses between bolt head or nut face and the joint; thread forms, series and classes; the stiffness of raised face flange joints; and more.
 

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Table des matières

INTRODUCTION TO THE BOLTED JOINT
3
APPENDICES
14
Stress and Strength Considerations
15
Threads and Their Strength
49
Materials 60
80
Stiffness and Strain Considerations
138
ESTABLISHING THE CLAMPING FORCE
173
Introduction to Assembly
175
Testing for Vibration Resistance
540
To Resist Vibration
543
References
562
Fatigue Failure
565
What Determines Fatigue Life?
569
Other Types of Diagram
573
The Influence of Preload and Joint Stiffness
580
Minimizing Fatigue Problems
588

Initial vs Residual Preload
176
Bolt Preload vs Clamping Force on the Joint
182
Continuing the Snugging Pass
189
ShortTerm Relaxation of Individual Bolts
190
Elastic Interactions Between Bolts
200
The Assembly Process Reviewed
208
Optimizing Assembly Results
210
References
211
Torque Control ol Bolt Preload
213
Torque vs PreloadThe LongForm Equation
217
Things Which Affect the TorquePreload Relationship
221
Torque vs PreloadThe Short Form Equation
226
Torque Control in Practice
233
Tools for Torque Control
245
Fasteners Which Limit the Applied Torque
258
Is Torque Control No Good?
261
Breakaway Torque
262
The Influence of Torque Control on Joint Design
264
References
267
Torque and Turn Control
269
Turn vs Preload
272
Friction Effects
276
Torque and Turn in Theory
277
TurnofNut Control
281
Control of Production Problems
287
ComputerControlled Systems
292
Monitoring the Results
301
TorqueTurn Case Histories
302
Problems Reduced by TorqueTurn Control
308
Stretch Control
312
Preload Control
340
Ultrasonic Measurement of Bolt Stretch or Tension
369
IMPORTANCE
419
Dynamic Loads on Tensile Joints
454
The Joint Under a Compressive Load
456
References
457
A Closer Look
458
The Effect of Prying Action on Bolt Loads
460
The Mathematics of Prying
468
Other Nonlinear Factors
477
Flange Rotation
481
Thermal Effects
483
Joint Equations Which Include the Effects
496
Eccentricity and Differential Expansion
497
References
502
InService Behavior of a Shear Joint
504
Factors Which Affect Clamping Force in Shear Joints
510
Joints Loaded in Both Shear and Tension
511
References
513
Joint Failure
514
Mechanical Failure of Bolts
515
Loose Bolts
516
Which Failure Modes Must We Worry About?
517
The Importance of Correct Preload
519
Load Intensifiers
520
Failure of Joint Members
522
Galling
523
References
526
SelfLoosening
527
How Does a Nut SelfLoosen?
528
Loosening Sequence
532
Other Theories of SelfLoosening
537
Predicting Fatigue Life or Endurance Limit
595
The Fatigue of Shear Joint Members
596
Case Histories
598
References
600
Corrosion
602
The Corrosion Mechanism
603
Hydrogen Km brittle men t
609
Stress Corrosion Cracking
615
Other Types of Stress Cracking
632
Minimizing Corrosion Problems
633
Fastener Coatings
635
References
647
Gasketed Joints and Leaks
650
Why Does a Joint Leak?
651
Mechanical Behavior of a Gasket
652
Mechanical Behavior at Elevated Temperature
668
Leakage Behavior of a Gasket
674
Testing and Evaluating Gaskets
690
Gasket Quality Factors
694
Selecting a Gasket
699
Selecting Assembly Stress for a Gasket
703
Suggestions for the Field
719
A Case History
721
References
726
USING THE INFORMATION
731
Selecting Preload for an Existing Joint
733
How Much Clamping Force Do We Want?
734
Simple Ways to Select Assembly Preloads
742
Estimating the InService Clamping Force
747
Relating Desired to Anticipated Bolt Tension
758
Which Variables to Include in the Analysis?
761
The Bolting Technology Council
763
A More Rigorous Procedure
764
Design of Joints Loaded in Tension
773
Typical Design Steps
775
Joint Design in the Real World
779
An Example
789
Other Factors to Consider When Designing a Joint
792
References
795
Bibliography on Bolted Joint Design
796
The Design of Gasketed Joints
798
The VDI Procedure Applied to Gasketed Joints
799
An Example Using the VDI Procedure
802
ASME Code Flanged Joint Design Rules
809
Example Using ASME Code Rules
812
Example Using the Proposed PVRC Procedure
817
Some Alternate Procedures
828
References
839
The Design of Joints Loaded in Shear
840
The VDI Procedure Applied to Shear Joints
842
How Shear Joints Resist Shear Loads
845
The Strength of FrictionType Joints
848
The Strength of BearingType Joints
856
Eccentrically Loaded Shear Joints
862
Allowable Stress vs Load and Resistance Factor Design
869
References
870
A Units and Symbol Log
875
B Glossary of Fastener and Bolted Joints Terms
899
G Basic Head Thread and Nut Lengths
924
Index
943
Droits d'auteur

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Expressions et termes fréquents

Fréquemment cités

Page 50 - Engineers (SAE), the American Society for Testing and Materials (ASTM), the American Society of Mechanical Engineers (ASME), etc.
Page 855 - ASME Boiler and Pressure Vessel Code. (a) The following sections of the "ASME Boiler and Pressure Vessel Code," published by The American Society of Mechanical Engineers (ASME), United Engineering Center, 345 East 47th Street, New York, NY, 10017, are adopted subject to modifications specified in this subchapter, which appear with the listing: (1) Section I, Power Boilers (ASME, sec.
Page 220 - ... the Specifications for Structural Joints Using ASTM A 325 or A 490 Bolts,3 issued by the Research Council on Structural Connections of the Engineering Foundation. Types of bolts covered in this specification are: 1.1.1 Type 1 — Bolts made of medium-carbon steel.
Page 524 - Part of the reason for this may be the fact that the chemicals can be used on small as well as large fasteners.
Page 494 - ... may fail by wholly or partially overturning, or by sliding of one part on an adjoining part at the joint between them. Both sources of failure should be examined in the design. Sliding will occur when H = fw, in which H = the sum of the horizontal components of the forces acting above the joint, f is the coefficient of friction, and w is the weight of the portion above the joint. The following coefficients of friction (equal to tangent of the angle of repose) may be used in design calculations:...
Page 865 - ANSI — American National Standards Institute, 1430 Broadway, New York, New York 10018...
Page 250 - Nut rotation is relative to bolt, regardless of the element (nut or bolt) being turned. For bolts installed by Vj turn and less, the tolerance should be plus or minus 30°; for bolts installed by % turn and more, the tolerance should be plus or minus 45°.
Page 233 - Investigations of corrosion and stress corrosion cracking in bolting materials on light water reactors, International Journal of Pressure Vessels and Piping, vol.
Page 372 - This burst passes down through the bolt, echoes off the far end, and returns to the transducer. The electronic instrument...
Page 45 - Gaging systems for dimensional acceptability, inch and metric screw threads (UN, UNR, UNJ, M, and MJ...

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À propos de l'auteur (1995)

John H. Bickford is a Private Consultant, Middletown, Connecticut. He was formerly Vice-President and Manager of the Power-Dyne Division at Raymond Engineering, Inc. in Middletown, Connecticut. He is a member of the American Society of Mechanical Engineers and Founder and current President of the Bolting Technology Council.

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