Fracture and fatigue control in structures : applications of fracture mechanics

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Fracture and fatigue control in structures : applications of fracture mechanics / John M. Barsom, Stanley T. Rolfe

版:

2nd ed

資料種別:

図書

出版情報:

Englewood Cliffs, N.J. : Prentice-Hall, c1987

形態:

xx, 628 p. ; 24 cm

シリーズ名:

Prentice-Hall international series in civil engineering and engineering mechanics <BA00215532>

著者名:

ISBN:

9780133298635 [0133298639]

書誌ID:

BA01152391

子書誌情報

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Fracture and fatigue control in structures : applications of fracture mechanics
Stanley T. Rolfe, John M. Barsom , Prentice-Hall , c1977

書誌詳細

注記:

Cover title: Fracture & fatigue control in structures
Rev. ed. of: Fracture and fatigue control in structures / Stanley T. Rolfe, John M. Barsom. 1977
Includes bibliographies and index

主題:

Fracture mechanics; Metals--Fatigue

言語:

英語

目次情報:

Foreword

Preface

Introduction to Fracture Mechanics / Part I：

Overview of the Problem of Fracture and Fatigue in Structures / Chapter 1：

Historical Background / 1.1：

Ductile vs. Brittle Behavior / 1.2：

Notch Toughness / 1.3：

Driving Force, K[subscript I] / 1.4：

Resistance Force, K[subscript c] / 1.4.2：

Fracture Mechanics Design / 1.5：

Fatigue and Stress-Corrosion Crack Growth / 1.6：

Fracture and Fatigue Control / 1.7：

Fracture Criteria / 1.8：

Fitness for Service / 1.9：

Case Studies / 1.10：

References / 1.11：

Stress Analysis for Members with Cracks--K[subscript I] / Chapter 2：

Introduction / 2.1：

Stress-Concentration Factor--k[subscript t] / 2.2：

Stress-Intensity Factor--K[subscript I] / 2.3：

Stress-Intensity-Factor Equations / 2.4：

Through-Thickness Crack / 2.4.1：

Single-Edge Notch / 2.4.2：

Embedded Elliptical or Circular Crack in Infinite Plate / 2.4.3：

Surface Crack / 2.4.4：

Cracks Growing from Round Holes / 2.4.5：

Single Crack in Beam in Bending / 2.4.6：

Holes or Cracks Subjected to Point or Pressure Loading / 2.4.7：

Estimation of Other K[subscript I] Factors / 2.4.8：

Superposition of Stress-Intensity Factors / 2.4.9：

Crack-Tip Deformation and Plastic Zone Size / 2.5：

Effective K[subscript I] Factor for Large Plastic Zone Size / 2.6：

J[subscript I] and [delta][subscript I] Driving Forces / 2.7：

J Integral / 2.7.1：

CTOD ([delta][subscript I]) / 2.7.2：

Summary / 2.8：

Appendix / 2.9：

Griffith, CTOD and J-Integral Theories / 2.10：

The Griffith Theory / 2.10.1：

Crack-Tip Opening Displacement (CTOD) and the Dugdale Model / 2.10.2：

J-Integral / 2.10.3：

Fracture Behavior / Part II：

Resistance Forces--K[subscript c]-J[subscript c]-[delta][subscript c] / Chapter 3：

General Overview / 3.1：

Service Conditions Affecting Fracture Toughness / 3.2：

Temperature / 3.2.1：

Loading Rate / 3.2.2：

Constraint / 3.2.3：

ASTM Standard Fracture Tests / 3.3：

Fracture Behavior Regions / 3.4：

General ASTM Fracture Test Methodology / 3.5：

Test Specimen Size / 3.5.1：

Test Specimen Notch / 3.5.2：

Test Fixtures and Instrumentation / 3.5.3：

Analysis of Results / 3.5.4：

Relations Between K-J-[delta] / 3.6：

Appendix A: K, J, CTOD ([delta]) Standard Test Method--E 1820 / 3.7：

Appendix B: Reference Temperature T[subscript o], to Establish a Master Curve Using K[subscript Jc] Values in Standard Test Method E 1921 / 3.9：

Effects of Temperature, Loading Rate, and Constraint / Chapter 4：

Effects of Temperature and Loading Rate on K[subscript Ic], K[subscript Ic](t), and K[subscript Id] / 4.1：

Effect of Loading Rate on Fracture Toughness / 4.3：

Effect of Constraint on Fracture Toughness / 4.4：

Loading-Rate Shift for Structural Steels / 4.5：

CVN Temperature Shift / 4.5.1：

K[subscript Ic]-K[subscript Id] Impact-Loading-Rate Shift / 4.5.2：

K[subscript Ic](t) Intermediate-Loading Rate Shift / 4.5.3：

Predictive Relationship for Temperature Shift / 4.5.4：

Significance of Temperature Shift / 4.5.5：

CVN-K[subscript Id]-K[subscript c] Correlations / 4.6：

General / 5.1：

Two-Stage CVN-K[subscript Id]-K[subscript c] Correlation / 5.2：

K[subscript Ic]-CVN Upper-Shelf Correlation / 5.3：

K[subscript Id] Value at NDT Temperature / 5.4：

Comparison of CVN-K[subscript Id]-K[subscript Ic]-J and [delta] Relations / 5.5：

Fracture-Mechanics Design / 5.6：

General Fracture-Mechanics Design Procedure for Terminal Failure / 6.1：

Design Selection of Materials / 6.3：

Design Analysis of Failure of a 260-In.-Diameter Motor Case / 6.4：

Design Example--Selection of a High-Strength Steel for a Pressure Vessel / 6.5：

Case I--Traditional Design Approach / 6.5.1：

Case II--Fracture-Mechanics Design / 6.5.2：

General Analysis of Cases I and II / 6.5.3：

Fatigue and Environmental Behavior / 6.6：

Introduction to Fatigue / Chapter 7：

Factors Affecting Fatigue Performance / 7.1：

Fatigue Loading / 7.3：

Constant-Amplitude Loading / 7.3.1：

Variable-Amplitude Loading / 7.3.2：

Fatigue Testing / 7.4：

Small Laboratory Tests / 7.4.1：

Fatigue-Crack-Initiation Tests / 7.4.1a：

Fatigue-Crack-Propagation Tests / 7.4.1b：

Tests of Actual or Simulated Structural Components / 7.4.2：

Some Characteristics of Fatigue Cracks / 7.5：

Fatigue-Crack Initiation / 7.6：

General Background / 8.1：

Effect of Stress Concentration on Fatigue-Crack Initiation / 8.2：

Generalized Equation for Predicting the Fatigue-Crack-Initiation Threshold for Steels / 8.3：

Methodology for Predicting Fatigue-Crack Initiation from Notches / 8.4：

Fatigue-Crack Propagation under Constant and Variable-Amplitude Load Fluctuation / 8.5：

Fatigue-Crack-Propagation Threshold / 9.1：

Constant Amplitude Load Fluctuation / 9.3：

Martensitic Steels / 9.3.1：

Ferrite-Pearlite Steels / 9.3.2：

Austenitic Stainless Steels / 9.3.3：

Aluminum and Titanium Alloys / 9.3.4：

Effect of Mean Stress on Fatigue-Crack Propagation Behavior / 9.4：

Effects on Cyclic Frequency and Waveform / 9.5：

Effects of Stress Concentration on Fatigue-Crack Growth / 9.6：

Fatigue-Crack Propagation in Steel Weldments / 9.7：

Design Example / 9.8：

Variable-Amplitude Load Fluctuation / 9.9：

Probability-Density Distribution / 9.9.1：

Fatigue-Crack Growth under Variable-Amplitude Loading / 9.9.2：

Single and Multiple High-Load Fluctuations / 9.9.3：

Variable-Amplitude Load Fluctuations / 9.9.4：

The Root-Mean-Square (RMS) Model / 9.9.4.1：

Fatigue-Crack Growth Under Variable-Amplitude Ordered-Sequence Cyclic Load / 9.9.4.2：

Fatigue-Crack Growth in Various Steels / 9.10：

Fatigue-Crack Growth Under Various Unimodal Distribution Curves / 9.11：

Fatigue and Fracture Behavior of Welded Components / 9.12：

Residual Stresses / 10.1：

Distortion / 10.3：

Stress Concentration / 10.4：

Weld Discontinuities and Their Effects / 10.5：

Fatigue Crack Initiation Sites / 10.5.1：

Fatigue Crack Behavior of Welded Components / 10.6：

Fatigue Behavior of Smooth Welded Components / 10.6.1：

Specimen Geometries and Test Methods / 10.6.1.1：

Effects of Surface Roughness / 10.6.1.2：

Fatigue Behavior of As-Welded Components / 10.6.2：

Effect of Geometry / 10.6.2.1：

Effect of Composition / 10.6.2.2：

Effect of Residual Stress / 10.6.2.3：

Effect of Postweld Heat Treatment / 10.6.2.4：

Methodologies of Various Codes and Standards / 10.7：

AASHTO Fatigue Design Curves for Welded Bridge Components / 10.7.1：

Variable Amplitude Cyclic Loads / 10.8：

Example Problem / 10.8.1：

Fracture-Toughness Behavior of Welded Components / 10.9：

General Discussion / 10.9.1：

Weldments / 10.9.2：

Fracture-Toughness Tests for Weldments / 10.9.3：

K[subscript Iscc] and Corrosion Fatigue Crack Initiation and Crack Propagation / 10.10：

Stress-Corrosion Cracking / 11.1：

Fracture-Mechanics Approach / 11.2.1：

Experimental Procedures / 11.2.2：

K[subscript Iscc]--A Material Property / 11.2.3：

Test Duration / 11.2.4：

K[subscript Iscc] Data for Some Material-Environment Systems / 11.2.5：

Crack-Growth-Rate Tests / 11.2.6：

Corrosion-Fatigue Crack Initiation / 11.3：

Test Specimens and Experimental Procedures / 11.3.1：

Corrosion-Fatigue-Crack-Initiation Behavior of Steels / 11.3.2：

Fatigue-Crack-Initiation Behavior / 11.3.2.1：

Corrosion Fatigue Crack-Initiation Behavior / 11.3.2.2：

Effect of Cyclic-Load Frequency / 11.3.2.3：

Effect of Stress Ratio / 11.3.2.4：

Long-Life Behavior / 11.3.2.5：

Generalized Equation for Predicting the Corrosion-Fatigue Crack-Initiation Behavior for Steels / 11.3.2.6：

Corrosion-Fatigue-Crack Propagation / 11.4：

Corrosion-Fatigue Crack-Propagation Threshold / 11.4.1：

Corrosion-Fatigue-Crack-Propagation Behavior Below K[subscript Iscc] / 11.4.2：

Effect of Cyclic-Stress Waveform / 11.4.3：

Environmental Effects During Transient Loading / 11.4.4：

Generalized Corrosion-Fatigue Behavior / 11.4.5：

Prevention of Corrosion-Fatigue Failures / 11.5：

Fracture and Fatigue Control Plan / 11.6：

Identification of the Factors / 12.3.1：

Establishment of the Relative Contribution / 12.3.2：

Determination of Relative Efficiency / 12.3.3：

Recommendation of Specific Design Considerations / 12.3.4：

Fracture Control Plan for Steel Bridges / 12.4：

Design / 12.4.1：

Fabrication / 12.4.3：

Material / 12.4.4：

AASHTO Charpy V-Notch Requirements / 12.4.5：

Verification of the AASHTO Fracture Toughness Requirement / 12.4.6：

High-Performance Steels / 12.4.7：

Comprehensive Fracture-Control Plans--George R. Irwin / 12.5：

General Levels of Performance / 12.6：

Consequences of Failure / 13.3：

Original 15-ft-lb CVN Impact Criterion for Ship Steels / 13.4：

Transition-Temperature Criterion / 13.5：

Through-Thickness Yielding Criterion / 13.6：

Leak-Before-Break Criterion / 13.7：

Fracture Criterion for Steel Bridges / 13.8：

Use of Fracture Mechanics in Fitness-for-Service Analysis / 13.9：

Effect of Loading Rate / 14.2.1：

Effect of Constraint / 14.2.3：

Effect of Many Factors / 14.2.4：

Existing Fitness-for-Service Procedures / 14.3：

PD 6493 / 14.3.1：

ASME Section XI / 14.3.3：

API 579 / 14.3.4：

Benefits of a Proof or Hydro-Test to Establish Fitness for Continued Service / 14.4：

Difference Between Initiation and Arrest (Propagation) Fracture Toughness Behavior / 14.5：

Applications of Fracture Mechanics--Case Studies / 14.6：

Importance of Fracture Toughness and Proper Fabrication Procedures--The Bryte Bend Bridge / Chapter 15：

AASHTO Fracture Control Plan for Steel Bridges / 15.1：

Bryte Bend Bridge Brittle Fracture / 15.3：

Design Aspects of the Bryte Bend Bridge as Related to the AASHTO Fracture Control Plan (FCP) / 15.4：

Adequacy of the Current AASHTO Fracture Control Plan / 15.5：

Implied vs. Guaranteed Notch Toughness / 15.5.1：

Effect of Details on Fatigue Life / 15.5.2：

Importance of Constraint and Loading--The Ingram Barge / 15.5.3：

Effect of Constraint on Structural Behavior / 16.1：

Constraint Experiences in the Ship Industry / 16.3：

Ingram Barge Failure / 16.4：

Importance of Loading and Inspection--Trans Alaska Pipeline Service Oil Tankers / 16.5：

Background / 17.1：

Fracture Mechanics Methodology / 17.3：

Application of Methodology to a Detail in an Oil Tanker / 17.4：

Identification of Critical Details / 17.4.1：

Fracture Toughness / 17.4.2：

Stress Intensity Factors and Critical Crack Size for Critical Details / 17.4.3：

Inspection Capability for Initial Crack Size, a[subscript o] / 17.4.4：

Determination of Histogram for Fatigue Loading / 17.4.5：

Fatigue Crack Propagation in Bottom Shell Plates / 17.4.6：

Effect of Reduced Fatigue Loading / 17.5：

Importance of Proper Analysis, Fracture Toughness, Fabrication, and Loading on Structural Behavior--Failure Analysis of a Lock-and-Dam Sheet Piling / 17.6：

Description of the Failure / 18.1：

Steel Properties / 18.3：

Failure Analysis of Sheet 55 / 18.4：

Importance of Loading Rate on Structural Performance--Burst Tests of Steel Casings / 18.5：

Material and Experimental Procedures / 19.1：

Experimental Procedure / 19.3：

Failure Analysis / 19.4：

Metallographic Analysis / 19.5：

Examination of API Specifications for J-55 and K-55 Casing / 19.6：

Problems / 19.7：

Index

Foreword

Preface

Introduction to Fracture Mechanics / Part I：

Overview of the Problem of Fracture and Fatigue in Structures / Chapter 1：

Historical Background / 1.1：

Ductile vs. Brittle Behavior / 1.2：

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