Time-dependent behaviour of timber–concrete composite members: Numerical verification, sensitivity and influence of material properties
Authors:
- Nima KhorsandniaNKNima Khorsandnia
- Jörg SchänzlinJSJörg Schänzlin
- Hamid ValipourHVHamid Valipour
- Keith CrewsKCKeith Crews
- 1 September 2014
- journal article
- Published by Elsevier in Construction and Building Materials
- Vol. 66, 192-208
Abstract
No abstract availableKeywords
Funding Information
- Structural Timber Innovation Company
This publication has 22 references indexed in Scilit:
- A new approach to model nailed and screwed timber joints using the finite element methodConstruction and Building Materials, 2013
- Tangential behavior of nailed composite timber–concrete floor structuresConstruction and Building Materials, 2013
- Study of concrete–timber composite beams using an analytical approach based on the principle of virtual work and experimental resultsEngineering Structures, 2013
- Experimental analysis of timber–concrete composite beam strengthened with carbon fibresConstruction and Building Materials, 2012
- The effect of ductile connectors on the behaviour of timber–concrete composite beamsEngineering Structures, 2011
- Experimental behaviour of LVL–concrete composite floor beams at strength limit stateEngineering Structures, 2011
- Interlayer Influence on Timber-LWAC Composite Structures with Screw ConnectionsJournal of Structural Engineering, 2011
- Effects of various admixtures and shear keys in wood–concrete composite beamsConstruction and Building Materials, 2010
- Performance of connections for prefabricated timber–concrete composite floorsMaterials and Structures, 2008
- Shear and Bending Performance of a Novel Wood–Concrete Composite SystemJournal of Structural Engineering, 2005