ENGLISH

Fatigue design of steel and composite structures : Eurocode 3: Design of Steel Structures Part 1-9 – Fatigue Eurocode 4: Design of Composite Steel and Concrete Structures

By Alain Nussbaumer; Luís Borges; Laurence Davaine

Book information

Publisher
Ernst & Sohn; Wiley
Year
2018
ISBN
9783433608814, 3433608814
Language
english
Format
PDF
Filesize
13 MB (13621147 bytes)
Series
ECCS EUROCODE DESIGN MANUALS
Edition
2
Pages
0\294
Time added
2019-04-29 14:08:13
Technology;TECHNOLOGY & ENGINEERING -- Civil -- Ge

Description

This volume addresses the specific subject of fatigue, a subject not familiar to many engineers, but still relevant for proper and good design of numerous steel structures. It explains all issues related to the subject: Basis of fatigue design, reliability and various verification formats, determination of stresses and stress ranges, fatigue strength, application range and limitations. It contains detailed examples of applications of the concepts, computation methods and verifications.  Read more... Table of Contents......Page 2 FOREWORD......Page 16 PREFACE......Page 17 1.1 BASIS OF FATIGUE DESIGN IN STEEL STRUCTURES......Page 26 1.2 DAMAGE EQUIVALENT FACTOR CONCEPT......Page 39 1.3 CODES OF PRACTICE......Page 41 1.4 DESCRIPTION OF THE STRUCTURES USED IN THE WORKED EXAMPLES......Page 53 2.2 MATERIALS......Page 65 2.3 CORROSION......Page 66 2.4 TEMPERATURE......Page 67 2.6 LIMITING STRESS RANGES......Page 68 3.1 FATIGUE LOADS......Page 71 3.2 DAMAGE EQUIVALENT FACTORS......Page 90 3.3 CALCULATION OF STRESSES......Page 110 3.4 MODIFIED NOMINAL STRESSES AND CONCENTRATION FACTORS......Page 120 3.5 GEOMETRIC STRESSES (STRUCTURAL STRESS AT THE HOT SPOT)......Page 130 3.6 STRESSES IN ORTHOTROPIC DECKS......Page 136 3.7 CALCULATION OF STRESS RANGES......Page 138 3.8 MODIFIED NOMINAL STRESS RANGES......Page 160 3.9 GEOMETRIC STRESS RANGES......Page 162 4.1 INTRODUCTION......Page 170 4.2 FATIGUE DETAIL TABLES......Page 178 4.3 DETERMINATION OF FATIGUE STRENGTH OR LIFE BY TESTING......Page 192 5.1 GENERALITIES......Page 195 5.2 STRATEGIES......Page 196 5.3 PARTIAL FACTORS......Page 197 5.4 VERIFICATION......Page 202 6.1 INTRODUCTION......Page 229 6.2 STEEL QUALITY......Page 231 6.3 RELATIONSHIP BETWEEN DIFFERENT FRACTURE TOUGHNESS TEST RESULTS......Page 232 6.4 FRACTURE CONCEPT IN EN 1993-1-10......Page 236 6.5 STANDARDISATION OF CHOICE OF MATERIAL: MAXIMUM ALLOWABLE THICKNESSES......Page 245 REFERENCES......Page 253 Annex A: STANDARDS FOR STEEL CONSTRUCTION......Page 261 B.1 PLAIN MEMBERS AND MECHANICALLY FASTENED JOINTS (EN 1993-1-9, TABLE 8.1)......Page 266 B.2 WELDED BUILT-UP SECTIONS (EN 1993-1-9, TABLE 8.2)......Page 268 B.3 TRANSVERSE BUTT WELDS (EN 1993-1-9, TABLE 8.3)......Page 270 B.4 ATTACHMENTS AND STIFFENERS (EN 1993-1-9, TABLE 8.4)......Page 272 B.5 LOAD CARRYING WELDED JOINTS (EN 1993-1-9, TABLE 8.5)......Page 273 B.6 HOLLOW SECTIONS (T ≤ 12.5 mm) (EN 1993-1-9, Table 8.6)......Page 275 B.7 LATTICE GIRDER NODE JOINTS (EN 1993-1-9, TABLE 8.7)......Page 277 B.8 ORTHOTROPIC DECKS – CLOSED STRINGERS (EN 1993-1-9, TABLE 8.8)......Page 278 B.10 TOP FLANGE TO WEB JUNCTION OF RUNWAY BEAMS (EN 1993-1-9, TABLE 8.10)......Page 280 B.12 TENSION COMPONENTS......Page 284 B.11 DETAIL CATEGORIES FOR USE WITH GEOMETRIC (HOT SPOT) STRESS METHOD (EN 1993-1-9, TABLE B1)......Page 282 B.13 REVIEW OF ORTHOTROPIC DECKS DETAILS AND STRUCTURAL ANALYSIS......Page 285 C.1 MAXIMUM PERMISSIBLE VALUES OF ELEMENT THICKNESS T IN MM (EN 1993-1-10, TABLE 2.1)......Page 289 C.2 MAXIMUM PERMISSIBLE VALUES OF ELEMENT THICKNESS T IN MM (EN 1993-1-12, TABLE 4)......Page 290 End User License Agreement......Page 293

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