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CITU |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
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20240510164240.0 |
| 007 - PHYSICAL DESCRIPTION FIXED FIELD--GENERAL INFORMATION |
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cr aa aaaaa |
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| 015 ## - NATIONAL BIBLIOGRAPHY NUMBER |
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| National bibliography number |
GBB144292 |
| Source |
bnb |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9783433032206 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9783433608791 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9789291471010 |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9291471011 |
| 035 ## - SYSTEM CONTROL NUMBER |
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| System control number |
(OCoLC)ocn761366140 |
| 040 ## - CATALOGING SOURCE |
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| Original cataloging agency |
NLE |
| Transcribing agency |
NLE |
| Modifying agency |
EGM |
| -- |
YDXCP |
| -- |
BWX |
| -- |
DLC |
| 041 ## - LANGUAGE CODE |
|---|
| Language code of text/sound track or separate title |
eng |
| 042 ## - AUTHENTICATION CODE |
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| Authentication code |
lccopycat |
| 050 00 - LIBRARY OF CONGRESS CALL NUMBER |
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| Classification number |
TA684 |
| Item number |
.N87 2018 |
| 082 04 - DEWEY DECIMAL CLASSIFICATION NUMBER |
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| Classification number |
620.1186 |
| Edition number |
22 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
|---|
| Preferred name for the person |
Nussbaumer, Alain, |
| Dates associated with a name |
1964- |
| Relator term |
author |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Fatigue design of steel and composite structures : |
| Remainder of title |
Eurocode 3: Design of Steel Structures, Part 1-9 Fatigue, Eurocode 4: Design of Composite Steel and Concrete Structures / |
| Statement of responsibility, etc |
Alain Nussbaumer, Luis Borges, Laurence Davaine. |
| 246 13 - VARYING FORM OF TITLE |
|---|
| Title proper/short title |
Eurocode 3 : |
| Remainder of title |
design of steel structures, part 1-9 fatigue |
| 246 13 - VARYING FORM OF TITLE |
|---|
| Title proper/short title |
Eurocode 4 : |
| Remainder of title |
design of composite steel and concrete structures |
| 264 #1 - PUBLICATION, DISTRIBUTION, ETC. (IMPRINT) |
|---|
| Place of publication, distribution, etc |
[Brussels, Belgium] : |
| Name of publisher, distributor, etc |
European Convention for Constructional Steelwork ; |
| -- |
Wiley-Blackwell, |
| Date of publication, distribution, etc |
2018 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
1 online resource (xxiii, 311 pages) : |
| Other physical details |
illustrations |
| 336 ## - CONTENT TYPE |
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| Content type term |
text |
| Content type code |
txt |
| Source |
rdacontet |
| 337 ## - MEDIA TYPE |
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| Media type term |
computer |
| Media type code |
c |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
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| Carrier type term |
online resource |
| Carrier type code |
cr |
| Source |
rdacarrier |
| 490 0# - SERIES STATEMENT |
|---|
| Series statement |
ECCS eurocode design manuals |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
|---|
| Bibliography, etc |
Includes bibliographical references (p. 259-269). |
| 505 ## - CONTENTS |
|---|
| Formatted contents note |
TABLE OF CONTENTS<br/>Foreword xi<br/><br/>Preface xiii<br/><br/>Acknowledgments xv<br/><br/>Symbology xvii<br/><br/>Terminology xxi<br/><br/>Chapter 1<br/><br/>Introduction 1<br/><br/>1.1 Basis of fatigue design in steel structures 1<br/><br/>1.1.1 General 1<br/><br/>1.1.2 Main parameters influencing fatigue life 3<br/><br/>1.1.3 Expression of fatigue strength 7<br/><br/>1.1.4 Variable amplitude and cycle counting 10<br/><br/>1.1.5 Damage accumulation 13<br/><br/>1.2 Damage equivalent factor concept 15<br/><br/>1.3 Codes of Practice 18<br/><br/>1.3.1 Introduction 18<br/><br/>1.3.2 Eurocodes 3 and 4 18<br/><br/>1.3.3 Eurocode 9 21<br/><br/>1.3.4 Execution (EN 1090-2) 23<br/><br/>1.3.5 Other execution standards 29<br/><br/>1.4 Description of the structures used in the worked examples 30<br/><br/>1.4.1 Introduction 30<br/><br/>1.4.2 Steel and concrete composite road bridge (worked example 1) 31<br/><br/>1.4.3 Chimney (worked example 2) 34<br/><br/>1.4.4 Crane supporting structures (worked example 3) 39<br/><br/>Chapter 2<br/><br/>Application Range and Limitations 43<br/><br/>2.1 Introduction 43<br/><br/>2.2 Materials 44<br/><br/>2.3 Corrosion 44<br/><br/>2.4 Temperature 45<br/><br/>2.5 Loading rate 47<br/><br/>2.6 Limiting stress ranges 47<br/><br/>Chapter 3<br/><br/>Determination of Stresses And Stress Ranges 51<br/><br/>3.1 Fatigue loads 51<br/><br/>3.1.1 Introduction 51<br/><br/>3.1.2 Road bridges 52<br/><br/>3.1.3 Railway bridges 57<br/><br/>3.1.4 Crane supporting structures 59<br/><br/>3.1.5 Masts, towers, and chimneys 61<br/><br/>3.1.6 Silos and tanks 70<br/><br/>3.1.7 Tensile cable structures, tension components 70<br/><br/>3.1.8 Other structures 71<br/><br/>3.2 Damage equivalent factors 72<br/><br/>3.2.1 Concept 72<br/><br/>3.2.2 Critical influence line length 75<br/><br/>3.2.3 Road bridges 76<br/><br/>3.2.4 Railway bridges 82<br/><br/>3.2.5 Crane supporting structures 84<br/><br/>3.2.6 Towers, masts and chimneys 92<br/><br/>3.3 Calculation of stresses 93<br/><br/>3.3.1 Introduction 93<br/><br/>3.3.2 Relevant nominal stresses 94<br/><br/>3.3.3 Stresses in bolted joints 96<br/><br/>3.3.4 Stresses in welds 96<br/><br/>3.3.5 Nominal stresses in steel and concrete composite bridges 99<br/><br/>3.3.6 Nominal stresses in tubular structures (frames and trusses) 100<br/><br/>3.4 Modified nominal stresses and concentration factors 104<br/><br/>3.4.1 Generalities 104<br/><br/>3.4.2 Misalignments 107<br/><br/>3.5 Geometric stresses (Structural stress at the hot spot) 113<br/><br/>3.5.1 Introduction 113<br/><br/>3.5.2 Determination using FEM modelling 115<br/><br/>3.5.3 Determination using formulas 117<br/><br/>3.6 Stresses in orthotropic decks 119<br/><br/>3.7 Calculation of stress ranges 122<br/><br/>3.7.1 Introduction 122<br/><br/>3.7.2 Stress range in non-welded details 123<br/><br/>3.7.3 Stress ranges in bolted joints 125<br/><br/>3.7.4 Stress range in welds 131<br/><br/>3.7.5 Multiaxial stress range cases 133<br/><br/>3.7.6 Stress ranges in steel and concrete composite structures 137<br/><br/>3.7.7 Stress ranges in connection devices from steel and concrete composite structures 142<br/><br/>3.8 Modified Nominal stress ranges 146<br/><br/>3.9 Geometric stress ranges 148<br/><br/>Chapter 4<br/><br/>Fatigue Strength 157<br/><br/>4.1 Introduction 157<br/><br/>4.1.1 Set of fatigue strength curves 157<br/><br/>4.1.2 Modified fatigue strength curves 162<br/><br/>4.1.3 Size effects on fatigue strength 163<br/><br/>4.1.4 Mean stress influence 165<br/><br/>4.1.5 Post-weld improvements 165<br/><br/>4.2 Fatigue detail tables 166<br/><br/>4.2.1 Introduction 166<br/><br/>4.2.2 Non-welded details classification (EN 1993-1-9, Table 8.1) 166<br/><br/>4.2.3 Welded plated details classification (general comments) 168<br/><br/>4.2.4 Longitudinal welds, (built-up sections, EN1993-1-9 Table 8.2), including longitudinal butt welds 169<br/><br/>4.2.5 Transverse butt welds (EN1993-1-9 Table 8.3) 170<br/><br/>4.2.6 Welded attachments and stiffeners (EN 1993-1-9 Table 8.4), and load-carrying welded joints (EN 1993-1-9 Table 8.5) 171<br/><br/>4.2.7 Welded tubular details classification (EN 1993-1-9 Tables 8.6 and 8.7) 174<br/><br/>4.2.8 Orthotropic deck details classification (EN 1993-1-9 Tables 8.8 and 8.9) 175<br/><br/>4.2.9 Crane girder details (EN 1993-1-9 Table 8.10) 176<br/><br/>4.2.10 Tension components details (EN 1993-1-11) 176<br/><br/>4.2.11 Geometric stress categories (EN 1993-1-9, Annex B, Table B.1) 179<br/><br/>4.2.12 Particular case of web breathing, plate slenderness limitations 180<br/><br/>4.3 Determination of fatigue strength or life by testing 180<br/><br/>Chapter 5<br/><br/>Reliability and Verification 183<br/><br/>5.1 Generalities 183<br/><br/>5.2 Strategies 185<br/><br/>5.2.1 Safe life 185<br/><br/>5.2.2 Damage tolerant 185<br/><br/>5.3 Partial factors 186<br/><br/>5.3.1 Introduction 186<br/><br/>5.3.2 Action effects partial factor 187<br/><br/>5.3.3 Strength partial factor 188<br/><br/>5.4 Verification 192<br/><br/>5.4.1 Introduction 192<br/><br/>5.4.2 Verification using the fatigue limit 193<br/><br/>5.4.3 Verification using damage equivalent factors 201<br/><br/>5.4.4 Verification using damage accumulation method 207<br/><br/>5.4.5 Verification of tension components 209<br/><br/>5.4.6 Verification using damage accumulation in case of two or more cranes 210<br/><br/>5.4.7 Verification under multiaxial stress ranges 212<br/><br/>Chapter 6<br/><br/>Brittle Fracture 221<br/><br/>6.1 Introduction 221<br/><br/>6.2 Steel quality 223<br/><br/>6.3 Relationship between different fracture toughness test results 224<br/><br/>6.4 Fracture concept in EN 1993-1-10 229<br/><br/>6.4.1 Method for toughness verification 229<br/><br/>6.4.2 Method for safety verification 231<br/><br/>6.4.3 Flaw size design value 234<br/><br/>6.4.4 Design value of the action effect stresses 236<br/><br/>6.5 Standardisation of choice of material: maximum allowable thicknesses 238<br/><br/>References 247<br/><br/>Annex A Standards for steel construction 257<br/><br/>Annex B Fatigue detail tables with commentary 263<br/><br/>B.1 Plain members and mechanically fastened joints (EN 1993-1-9, Table 8.1) 264<br/><br/>B.2 Welded built-up sections (EN 1993-1-9, Table 8.2) 267<br/><br/>B.3 Transverse butt welds (EN 1993-1-9, Table 8.3) 269<br/><br/>B.4 Attachments and stiffeners (EN 1993-1-9, Table 8.4) 272<br/><br/>B.5 Load carrying welded joints (EN 1993-1-9, Table 8.5) 274<br/><br/>B.6 Hollow sections (T ≤ 12.5 mm) (EN 1993-1-9, Table 8.6) 277<br/><br/>B.7 Lattice girder node joints (EN 1993-1-9, Table 8.7) 279<br/><br/>B.8 Orthotropic decks - closed stringers (EN 1993-1-9, Table 8.8) 281<br/><br/>B.9 Orthotropic decks - open stringers (EN 1993-1-9, Table 8.9) 283<br/><br/>B.10 Top flange to web junction of runway beams (EN 1993-1-9, Table 8.10) 284<br/><br/>B.11 Detail categories for use with geometric (hot spot) stress method (EN 1993-1-9, Table B1) 286<br/><br/>B.12 Tension components 288<br/><br/>B.13 Review of orthotropic decks details and structural analysis 290<br/><br/>Annex C Maximum Permissible Thicknesses Tables 295<br/><br/>C.1 Maximum permissible values of element thickness t in mm (EN 1993-1-10, Table 2.1) 295<br/><br/>C.2 Maximum permissible values of element thickness t in mm (EN 1993-1-12, Table 4) 296 |
| 545 0# - BIOGRAPHICAL OR HISTORICAL DATA |
|---|
| Biographical or historical note |
ABOUT THE AUTHOR<br/>Alain Nussbaumer is professor of steel construction (laboratory ICOM) at the Swiss Federal Institute of Technology in Lausanne (EPFL). He is a member of CEN TC 250-SC3 and chairman of the Swiss committee SIA 263 on steel structures. He is a member and the former chairman of the technical committee TC6 - Fatigue of ECCS.<br/><br/>Luis Borges is a structural engineer at BG Consulting Engineers Ltd., Lausanne. He holds a doctoral degree from EPFL in the domain of fatigue of tubular bridges and is a specialist for steel and steel-concrete composite structures. He is a member of the technical committee TC6 - Fatigue of ECCS.<br/><br/>Laurence Davaine is a senior engineer at France's national railway company (SNCF) and is a specialist for steel and steel-concrete composite bridges. She holds a doctoral degree from the French National school of Bridges and Roads (ENPC) in the domain of stability of plated girders for bridge applications. She is a member of the technical committee TC6 - Fatigue of ECCS. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Steel, Structural |
| General subdivision |
Fatigue. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Concrete |
| General subdivision |
Fatigue. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Building, Iron and steel |
| General subdivision |
Standards |
| Geographic subdivision |
Europe. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Composite construction |
| General subdivision |
Standards |
| Geographic subdivision |
Europe. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name as entry element |
Structural design |
| General subdivision |
Standards |
| Geographic subdivision |
Europe. |
| 655 ## - INDEX TERM--GENRE/FORM |
|---|
| Genre/form data or focus term |
Electronic books, |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Borges, Luís. |
| 700 1# - ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Davaine, Laurence, |
| Dates associated with a name |
1975- |
| 710 2# - ADDED ENTRY--CORPORATE NAME |
|---|
| Corporate name or jurisdiction name as entry element |
European Convention for Constructional Steelwork. |
| 710 2# - ADDED ENTRY--CORPORATE NAME |
|---|
| Corporate name or jurisdiction name as entry element |
Associação Portuguesa de Construcao Metalica e Mista. |
| 856 ## - ELECTRONIC LOCATION AND ACCESS |
|---|
| Link text |
Full text is available at Wiley Online Library Click here to view |
| Uniform Resource Identifier |
https://onlinelibrary.wiley.com/doi/book/10.1002/9783433608791 |
| 906 ## - LOCAL DATA ELEMENT F, LDF (RLIN) |
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| a |
7 |
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| c |
copycat |
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2 |
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ncip |
| f |
20 |
| g |
y-gencatlg |
| 942 ## - ADDED ENTRY ELEMENTS |
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| Source of classification or shelving scheme |
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| Item type |
EBOOK |