论文信息 - Analysis of Composite Timber-Concrete Ceiling Structure by Finite Element Method

Analysis of Composite Timber-Concrete Ceiling Structure by Finite Element Method

This paper deals with a modeling of the composite timber-concrete ceiling structure. In the analysis of the composite structure, there is the slip using the contact elements and volume finite elements considered. Numerical modeling is complemented by an analytical calculation. This article aims to determine the stiffness of a particular type of glued strip. Totally eight models of the composite timber-concrete structure have been studied.

Oldrich Sucharda | David Mikolášek | Jiri Brozovsky

[1] H. Johnsson,et al. Plug shear failure in nailed timber connections , 2004, Holz als Roh- und Werkstoff.

[2] Chanakya Arya,et al. Design in timber to BS 5268 , 2009 .

[3] Sergio M.R. Lopes,et al. Evaluation of non-linear behavior of timber–concrete composite structures using FE model , 2012 .

[4] Helena Johnsson. Plug Shear Failure in Nailed Timber Connections Avoiding Brittle and Promoting Ductile Failures , 2004 .

[5] P. Cochat,et al. Et al , 2008, Archives de pediatrie : organe officiel de la Societe francaise de pediatrie.

[6] Eva Rykalová,et al. Application of Laboratory Tests Results of Dowel Joints in Cement-Splinter Boards VELOX into the Fully Probabilistic Methods (SBRA Method) , 2011 .

[7] Abdy Kermani,et al. Structural Timber Design to Eurocode 5 , 2008 .

[8] Juraj Králik. Nonlinear Probabilistic Analysis of the Reinforced Concrete Structure Failure of a Nuclear Power Plant Considering Degradation Effects , 2012 .

[9] Jean-François Jullien,et al. Experimental study of a composite wood–concrete beam with the INSA–Hilti new flexible shear connector , 1999 .

[10] Oldrich Sucharda,et al. Assessment of loss results by means of multi—criteria analysis , 2011 .

[11] Zhongwei Guan,et al. Finite element modelling of anisotropic elasto-plastic timber composite beams with openings , 2009 .