A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Design of Anchor Plates Based on the Component Method
Steel or composite joints can be designed and optimised by the component method according to Eurocodes [EN 1993-1-8:2005] and [EN 1994-1-1:2004]. The structural behaviour (strength, stiffness, ductility) of these joints is defined by assembled components. Their individual behaviour is described by a mechanical spring model. For the extension of the component method to anchor plates, which are used to transfer loads between steel and concrete structures, a mechanical model has been developed. The model is based on several test series with anchor plates carried out by the Institute of Structural Design (Universität Stuttgart) and describes the load-carrying capacity of anchor plates. In some tests supplementary reinforcement has been taken into account influencing the load capacity and ductility of these steel-to-concrete joints. Additional tests have been performed to study the influence of a flexible anchor plate on the structural behaviour of the joint. Altogether, the component model shows transparency of load distribution and may easily be transferred to alternative situations.
Design of Anchor Plates Based on the Component Method
Steel or composite joints can be designed and optimised by the component method according to Eurocodes [EN 1993-1-8:2005] and [EN 1994-1-1:2004]. The structural behaviour (strength, stiffness, ductility) of these joints is defined by assembled components. Their individual behaviour is described by a mechanical spring model. For the extension of the component method to anchor plates, which are used to transfer loads between steel and concrete structures, a mechanical model has been developed. The model is based on several test series with anchor plates carried out by the Institute of Structural Design (Universität Stuttgart) and describes the load-carrying capacity of anchor plates. In some tests supplementary reinforcement has been taken into account influencing the load capacity and ductility of these steel-to-concrete joints. Additional tests have been performed to study the influence of a flexible anchor plate on the structural behaviour of the joint. Altogether, the component model shows transparency of load distribution and may easily be transferred to alternative situations.
Design of Anchor Plates Based on the Component Method
Kuhlmann, Ulrike (author) / Rybinski, Markus (author)
International Conference on Composite Construction in Steel and Concrete 2008 ; 2008 ; Devil's Thumb Ranch, Tabernash, Colorado, United States
2011-02-25
Conference paper
Electronic Resource
English
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