Design and Analysis of Connections in Steel Structures

Dieses Buch führt in alle Aspekte der sicheren Berechnung, Bemessung und Konstruktion von wirtschaftlichen modernen Verbindungen im Stahlbau ein. Die Hintergrunderläuterungen sind nicht an eine spezifische Norm gekoppelt, sondern es werden unterschiedliche Normen und Methoden verglichen, die in der Praxis zur Anwendung kommen, wie z. B. Eurocode, AISC, DIN, BS. Anhand einer Reihe von Beispielen werden Problemlösungen detailliert beschrieben und illustriert. Damit erhält der Leser alle notwendigen Werkzeuge an die Hand, um auch komplexe Probleme bei der Konstruktion von Verbindungen zu lösen.
Das Buch ist für Berufseinsteiger, für erfahrene Praktiker sowie auch für Stahlbaufachleute eine Arbeitshilfe, denn es werden einfache und komplexe Beanspruchungen an Verbindungen abgebildet. Weniger ausführlich werden Erdbebenauslegung, Schweißnähte, die Wechselwirkung mit anderen Materialien (Beton, Holz) und kalt geformte Verbindungen behandelt.

Auteur
Alfredo Boracchini, PE is a registered engineer in Italy and in some states of the USA. His professional experience is focused on steel structures, he has designed and engineered in various construction sectors worldwide. He's the owner of a professional engineering firm with branches in Europe, Asia and America as well as an active member in international associations. This allowed him to develop a broad international experience that he shares by means of this book with those interested in the design of bolted joints of steel structures.

Résumé

The book introduces all the aspects needed for the safe and economic design and analysis of connections using bolted joints in steel structures. This is not treated according to any specific standard but making comparison among the different norms and methodologies used in the engineering practice, e.g. Eurocode, AISC, DIN, BS.
Several examples are solved and illustrated in detail, giving the reader all the tools necessary to tackle also complex connection design problems.

The book is introductory but also very helpful to advanced and specialist audiences because it covers a large variety of practice demands for connection design. Parts that are not taken to an advanced level are seismic design, welds, interaction with other materials (concrete, wood), and cold formed connections./p

Contenu

Acknowledgments xxi

List of Abbreviations xxiii

1 Fundamental Concepts of Joints in Design of Steel Structures 1

1.1 Pin Connections and Moment Resisting Connections 1

1.1.1 Safety, Performance, and Costs 1

1.1.2 Lateral Load Resisting System 2

1.1.3 Pins and Fully Restrained Joints in the Analysis Model 7

1.2 Plastic Hinge 8

1.2.1 Base Plates 9

1.2.2 Trusses 11

References 12

2 Fundamental Concepts of the Behavior of Steel Connections 13

2.1 Joint Classifications 13

2.2 Forces in the Calculation Model and for the Connection 14

2.3 Actions Proportional to Stiffness 17

2.4 Ductility 18

2.5 Load Path 19

2.6 Ignorance of the Load Path 20

2.7 Additional Restraints 21

2.8 Methods to Define Ultimate Limit States in Joints 21

2.9 Bolt Resistance 22

2.10 Yield Line 22

2.11 Eccentric Joints 22

2.12 Economy, Repetitiveness, and Simplicity 22

2.13 Man-hours and MaterialWeight 23

2.14 Diffusion Angles 23

2.15 Bolt Pretensioning and Effects on Resistance 24

2.15.1 Is Resistance Affected by Pretensioning? 24

2.15.2 Is Pretensioning Necessary? 24

2.15.3 Which PretensioningMethod Should Be Used? 25

2.16 Transfer Forces 25

2.17 Behavior of a Bolted Shear Connection 25

2.18 Behavior of Bolted Joints Under Tension 27

References 29

3 Limit States for Connection Components 31

3.1 Deformation Capacity (Rotation) and Stiffness 31

3.1.1 Rotational Stiffness 32

3.2 Inelastic Deformation due to Bolt Hole Clearance 33

3.3 Bolt Shear Failure 34

3.3.1 Threads Inside the Shear Plane 35

3.3.2 Number of Shear Planes 37

3.3.3 Packing Plates 37

3.3.4 Long Joints 38

3.3.5 Anchor Bolts 39

3.3.6 Stiffness Coefficient 39

3.4 Bolt Tension Failure 40

3.4.1 Countersunk Bolts 41

3.4.2 Stiffness Coefficient 41

3.5 Bolt Failure in Combined Shear and Tension 42

3.6 Slip-Resistant Bolted Connections 42

3.6.1 Combined Shear and Tension 44

3.7 Bolt Bearing and Bolt Tearing 44

3.7.1 Countersunk Bolts 49

3.7.2 Stiffness Coefficients 49

3.8 Block Shear (or Block Tearing) 49

3.9 Failure ofWelds 52

3.9.1 Weld Calculation Procedures 54

3.9.1.1 DirectionalMethod 54

3.9.1.2 Simplified Method 57

3.9.2 TackWelding (Intermittent FilletWelds) 58

3.9.3 Eccentricity 58

3.9.4 FilletWeld Groups 58

3.9.5 Welding Methods 60

3.9.6 Inspections 60

3.9.6.1 Visual Testing 60

3.9.6.2 Penetrant Testing 60

3.9.6.3 Magnetic Particle Testing 60

3.9.6.4 Radiographic Testing 60

3.9.6.5 Ultrasonic Testing 61

3.10 T-stub, Prying Action 61

3.10.1 T-stub with Prying Action 62

3.10.2 Possible Simplified Approach According to AISC 64

3.10.3 Backing Plates 65

3.10.4 Length Limit for Prying Forces and T-stub without Prying 66

3.10.5 T-stub Design Procedure for Various Components According to Eurocode 67

3.10.5.1 Column Flange 67

3.10.5.2 End Plate 71

3.10.5.3 Angle Flange Cleat 71

3.10.6 T-stub Design Procedure for Various Components According to the Green Book 71

3.10.6.1 𝓁eff for Equivalent T-stubs for Bolt Row Acting Alone 74

3.10.6.2 𝓁eff to Consider for a Bolt Row Acting Alone 77

3.10.6.3 𝓁eff to Consider for Bolt Rows Acting in Group 79

3.10.6.4 Examples of 𝓁eff for Bolts in a Group 80

3.10.7 T-stub for Bolts Outside the Beam Flanges 81

3.10.8 Stiffness Coefficient 81

3.11 Punching 82

3.12 Equivalent Systems 82

3.13 Web Panel Shear 82 3.13.1 ...