01-17-2016, 09:59 AM
Design of Steel-to-Concrete Joints -Design Manual I
Author(s)/Editor(s): František Wald ,Jan Hofmann & Ulrike Kuhlmann | Size: 3.5 MB | Format: PDF | Quality: Original preprint | Year: 2014 | pages: 179
Author(s)/Editor(s): František Wald ,Jan Hofmann & Ulrike Kuhlmann | Size: 3.5 MB | Format: PDF | Quality: Original preprint | Year: 2014 | pages: 179
The mixed building technology allows to utilise the best performance of all structural materials available such as steel, concrete, timber and glass.Engineers of steel structures in practice are often faced with the question of economical design of steel to concrete joints, because some structural elements, such as foundations, stair cases and fire protection walls, are optimal of concrete. A gap in knowledge between the design of fastenings in concrete and steel design was abridged by standardized joint solutions developed in the INFASO project, which profit from the advantage of steel as a very flexible and applicable material and allow an intelligent connection between steel and concrete building elements.
The requirements for such joint solutions are easy fabrication, quick erection, applicability in existing structures, high loading capacity and sufficient deformation capacity. One joint solution is the use of anchor plates with welded headed studs or other fasteners such as post-installed anchors. Thereby a steel beam can be connected by butt straps, cams or a beam end plate connected by threaded bolts on the steel plate encased in concrete.
The requirements for such joint solutions are easy fabrication, quick erection, applicability in existing structures, high loading capacity and sufficient deformation capacity. One joint solution is the use of anchor plates with welded headed studs or other fasteners such as post-installed anchors. Thereby a steel beam can be connected by butt straps, cams or a beam end plate connected by threaded bolts on the steel plate encased in concrete.
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