Design of welded tubular connections : basis and use of AWS code provisions 溶接鋼管接合部の設計 : アメリカ溶接学会規格の根拠と利用法
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Bibliographic Information
- Title
-
Design of welded tubular connections : basis and use of AWS code provisions
- Other Title
-
溶接鋼管接合部の設計 : アメリカ溶接学会規格の根拠と利用法
- Author
-
Peter William Marshall
- Author(Another name)
-
ピーター ウイリアム マーシャル
- University
-
熊本大学
- Types of degree
-
学術博士
- Grant ID
-
乙第2号
- Degree year
-
1990-10-19
Note and Description
博士論文
Table of Contents
- PREFACE/p3 (4コマ目)
- CONTENTS (5コマ目)
- Chapter1 - INTRODUCTION TO TUBULAR STRUCTURES/p1 (9コマ目)
- 1.1 ATTRIBUTES OF TUBES/p1 (9コマ目)
- 1.2 ARCHITECTURAL AND STRUCTURAL FORMS/p1 (9コマ目)
- 1.3 THE NEED FOR AN INTEGRATED APPROACH/p3 (10コマ目)
- 1.4 AUTHOR'S VIEWPOINT FOR THIS MONOGRAPH/p5 (11コマ目)
- 1.5 TUBULARS AS STRUCTURAL MEMBERS/p5 (11コマ目)
- 1.6 SIMPLE WELDED JOINTS/p16 (17コマ目)
- REFERENCES/p16 (17コマ目)
- Chapter2 - CONCEPTUAL BASIS FOR THE DESIGN RULES/p18 (18コマ目)
- 2.1 DEFINITIONS/p18 (18コマ目)
- 2.2 FAILURE MODES OF TUBULAR CONNECTIONS/p21 (19コマ目)
- 2.3 GENERAL PROCEDURES FOR ANALYSIS AND DESIGN/p29 (23コマ目)
- 2.4 DESIGN SIMPLIFICATIONS/p59 (38コマ目)
- 2.5 STRESSES IN WELDS/p66 (42コマ目)
- REFERENCES/p69 (43コマ目)
- Chapter3 - STATIC STRENGTH OF CIRCULAR SECTION JOINTS/p73 (45コマ目)
- 3.1 EARLY WORK ON T-, Y-, AND K-CONNECTIONS/p73 (45コマ目)
- 3.2 LESSONS FROM FIELD FAILURES/p89 (53コマ目)
- 3.3 OVERCOMING THE BETA PARADOX/p92 (55コマ目)
- 3.4 EMPIRICAL PUNCHING SHEAR DESIGN EQUATION/p93 (55コマ目)
- 3.5 UNDERSTANDING THE SOURCES OF RESERVE STRENGTH/p99 (58コマ目)
- 3.6 FURTHER EVOLUTION OF THE A.W.S. CODE/p100 (59コマ目)
- 3.7 FINAL FORM/p120 (69コマ目)
- 3.8 DESIGN CHARTS/p134 (76コマ目)
- REFERENCES/p143 (80コマ目)
- Chapter4 - FATIGUE DESIGN/p147 (82コマ目)
- 4.1 LEVELS OF ANALYSIS/p149 (83コマ目)
- 4.2 HOT SPOT STRESS/p150 (84コマ目)
- 4.3 STRESS CONCENTRATION FACTORS(SCF)/p160 (89コマ目)
- 4.4 S-N CURVES/p167 (92コマ目)
- 4.5 COMPARISONS WITH INTERNATIONAL RULES AND DATA/p175 (96コマ目)
- 4.6 SUMMARY/p180 (99コマ目)
- REFERENCES/p181 (99コマ目)
- Chapter5 - TUBULAR CONNECTIONS INVOLVING NON-CIRCULAR SECTIONS/p186 (102コマ目)
- 5.1 BOX CONNECTIONS-EXISTING A.W.S.RULES/p186 (102コマ目)
- 5.2 BOX CONNECTIONS-PROPOSED NEW RULES/p209 (113コマ目)
- 5.3 HYBRID CONNECTIONS/p212 (115コマ目)
- 5.4 SPECIAL TOPICS/p215 (116コマ目)
- 5.5 FATIGUE OF BOX CONNECTIONS/p219 (118コマ目)
- REFERENCES/p227 (122コマ目)
- Chapter6 - SPECIAL TOPICS FOR CIRCULAR SECTION JOINTS/p230 (124コマ目)
- 6.1 OVERLAPPING CONNECTIONS/p230 (124コマ目)
- 6.2 MULTI-PLANAR CONNECTIONS/p236 (127コマ目)
- 6.3 GROUTED CONNECTIONS/p246 (132コマ目)
- 6.4 INTERNALLY STIFFENED TUBULAR CONNECTIONS/p257 (137コマ目)
- REFERENCES/p270 (144コマ目)
- Chapter7 - SPECIAL TOPICS IN FATIGUE AND FRACTURE CONTROL/p274 (146コマ目)
- 7.1 FATIGUE SIZE AND PROFILE EFFECTS/p274 (146コマ目)
- 7.2 FRACTURE TOUGHNESS/p294 (156コマ目)
- 7.3 LAMELLAR TEARING/p306 (162コマ目)
- 7.4 ROLE OF REDUNDANCY/p307 (162コマ目)
- 7.5 NON-DESTRUCTIVE INSPECTION CRITERIA/p312 (165コマ目)
- REFERENCES/p326 (172コマ目)
- Chapter8 - CONSTRUCTION SYSTEM/p330 (174コマ目)
- 8.1 MATERIAL SELECTION/p330 (174コマ目)
- 8.2 TUBE MANUFACTURE/p333 (175コマ目)
- 8.3 CONNECTION LAYOUT/p335 (176コマ目)
- 8.4 WELDED JOINT DESIGN/p337 (177コマ目)
- 8.5 WELDER AND PROCEDURE QUALIFICATION/p344 (181コマ目)
- 8.6 PREFABRICATION/p348 (183コマ目)
- 8.7 ASSEMBLY/p350 (184コマ目)
- 8.8 INSPECTION/p351 (184コマ目)
- REFERENCES/p352 (185コマ目)
- APPENDIX I - SYMBOLS AND NOTATION/p354 (186コマ目)
- APPENDIX II - DESIGN REVISIONS-TUBULAR STRUCTURES/p360 (189コマ目)
- APPENDIX III - NOTCH TOUGHNESS TASK GROUP-PROPOSED REVISIONS FOR AWS D1.1/p391 (204コマ目)
- INDEX/p410 (214コマ目)