Książki

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.

Design and Analysis of Connections in Steel Structures: Fundamentals and Examples

PrefaceAbbreviationsIntroduction1 Structural design basic principles relative to joints in steel structures1.1 Hinges and joints capable of resisting a bending moment1.2 The plastic hinge2 Basic concepts for the analysis of connections2.1 Connection types2.2 Outline of design and actions2.3 Forces distribute proportionally to stiffness2.4 Ductility2.5 Load path2.6 Ignorance of the path of the forces2.7 Constraints2.8 Methods to define the ultimate limit states in the joints2.9 Resistance of bolts2.10 Yield line2.11 Eccentric connections2.12 Economics, repetition, simplicity2.13 Man-hours, material weight2.14 Diffusion angles2.16 Transfer forces2.15 Tensioning of bolts and resistance2.17 Behavior of a bolted joint shear2.18 Behavior of a bolted joint in traction3 The limit states for the components of the connection3.1 Capacity of deformation (rotation) and relative stiffness3.2 Inelastic deformations at the bolt hole3.3 Bolt shear rupture3.4 Bolt tensile rupture3.5 Breaking bolt with a combination of tension and shear3.6 Resistance to friction bolts3.7 Bolt bearing and tearing3.8 Block shear (or block tearing)3.9 Weld rupture3:10T-stub, with and without prying effect3.11 Punching shear3.12 Equivalent systems in parallel3:13 Web panel shear3.14 Transversal compression over web3:15 Transversal tension over column web3.16 Web and flange compression3:17 Tension on beam web3.18 Plate resistance3.19 Notched profiles3.20 Local capacity3:22 Structural integrity3.23 Ductility3:24 Laminated plate tearing3.25 Other states limit in connection with cold formed profiles or sheets3.26 Fatigue3:27 Limit states for other connected related materials4 types and analysis with calculation examples4.1 Common symbols4.2 Eccentric bolted joint in the plane of contact4.3 Eccentric bolted connection perpendicular to the contact plane gravity method4.4 Base plate with cast anchor bolts4.5 chemical or mechanical anchors4.6 Fin plate4.7 Double bolted plate4.8 Flexible end plate4.9 Clip angles4:10 Truss joints4.10.1 connecting plate4:11 Connection leaning on a column4:12 Rigid end plate4:13 Splice4.13.1 calculation model and limit states4.13.2 rotation capacity, structural integrity, ductility4.13.3 column splice example according to is8004:14 Brace joints4.14.1 american methods: ufm and kiss4.14.2 practical advice4.14.3 bracing friction connection example according to csa s164.15 Chair support4.16 Connections for purlins4:17 Tubular welded joints4:18 Joints in steel-concrete composite structures4:19 joints with welding and bolting working in parallel4:20 Expansion joints4:21 Perfect hinges4:22 Sliding details4:23 Rivets4:24 Joints for seismic applications4.24.1 rigid end plate4.24.2 braces4.24.3 eccentric braces with "link"4.24.4 base plate5 selection of the right connection5.1 Priority to those who produce and erect5.2 Considerations about the pros and cons of the various connection types5.3 Organization of the workshop5.3.1 plates or sheets5.3.2 concept of "picking up a piece"5.4 Cultural elements6 tips, notes and practices6.1 Project standardization6.2 Hole dimensions6.3 Installation6.4 Maneuvering6.5 Spacing and distances between bolts6.6 Root radius overlap6.7 Notches6.8 Pretensioning6.9 Washers6:10 Dimensions for screws, nuts and washers6.11 Reusing bolts6.12 Bolts classes6:13 Shims6:14 Galvanization6.15 Other treatments after manufacturing6:16 Camber6:17 Grouting base plates6.18 Graphical representation of joints and bolts6:19 Field welding6:20 Special couplings (inclined)7 Sketches of possible joint applicationsBibliographyIndex of tablesIndex