Timber-Concrete Composite Structures with Semi-Rigid Connections
Abstract
This paper deals with behavior of timber-concrete composite structures with mechanical connection systems. The paper is focused to two different connection systems: using dowel-type fasteners and using special surface connector. Behavior of dowel-type connection system is based on modification of Johansen ́s equations valid for timber to timber connections. Behavior of connection system with special surface connector is evaluated by experiments and numerical simulations.
Reference
Petr Kuklík; Anna Kuklíková; Anna Gregorová. (2016). Timber-Concrete Composite Structures with Semi-Rigid Connections. Key Engineering Materials. https://doi.org/10.4028/www.scientific.net/kem.677.282
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