By Roberto T Leon; Engineering Conferences International.; Structural Engineering Institute.; American Society of Civil Engineers.; et al
Read or Download Composite construction in steel and concrete VI : proceedings of the 2008 Composite Construction in Steel and Concrete Conference VI, July 20-24, 2008 [Devil's Thumb Ranch] Tabernash, Colorado PDF
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Additional info for Composite construction in steel and concrete VI : proceedings of the 2008 Composite Construction in Steel and Concrete Conference VI, July 20-24, 2008 [Devil's Thumb Ranch] Tabernash, Colorado
The fatigue strength under vertical loading is lower than for longitudinal loading and for the case of headed studs without an edge influence. There is a high residual static resistance for the tested specimens with an effective edge distance of 100 mm. This refers to the low level of utilisation of the studs in contrast to studs without edge influence. Considering the existing investigations to horizontally lying headed studs under static shear loading in longitudinal and vertical directions as well as the fatigue strength under longitudinal loading the presented investigations on the fatigue loading in vertical direction allow a design for both static and fatigue loading in longitudinal and vertical direction and the development and application of interesting new composite sections.
KG and voestalpine AG are acknowledged for providing material and fabrication of specimens. Special thanks go to the Otto-Graf-Institut of the Materialprüfungsanstalt Universität Stuttgart (MPA Stuttgart) for carrying out the tests and their practical support as well as cooperation. REFERENCES DIN 18800-5 2007: Stahlbauten – Teil 5: Verbundtragwerke aus Stahl und Beton – Bemessung und Konstruktion EN 1994-2 2005: Eurocode 4: Design of composite steel and concrete structures – Part 2: General rules and rules for bridges Hanswille and Porsch and Üstündag 2007: Resistance of headed studs subjected to fatigue loading, Part I: Experimental study, Part II: Analytical study.
COMPOSITE CONSTRUCTION IN STEEL AND CONCRETE VI a) Longitudinal direction b) Shear 35 c) Transverse direction Figure 11 Load bearing in dependence on load direction Figure 12 Valley bridge Altwipfergrund An important detail for functionality and cost effectiveness is the composite joint. As the most spread common solution, shear forces are transferred by vertical studs welded to a top steel flange. As an alternative, an embedded steel web in the concrete chord carrying shear connectors has been developed, see Figure 13.