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

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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.

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254-259

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August 2013

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© 2013 Trans Tech Publications Ltd. All Rights Reserved

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[1] R. Čajka, et al. Project Documentation (In Czech: Projektová dokumentace - STATICKÉ ZAJIŠTĚNÍ OBJEKTU č. p.936/21), Sokolská třída, Moravská Ostrava, arch. n. AR-0922-BK-03, ARMING spol. s r. o., Ostrava 07/2009. (2009).

Google Scholar

[2] R. Čajka, Static gain of current timber beam ceiling structure (In Czech: Statické zesílení stávající dřevěné trámové stropní konstrukce). utility model n. CZ 22590 U1 from 15. 8. 2011, Úřad průmyslového vlastnictví České republiky, Praha, (2011).

Google Scholar

[3] Eurocode 1: Actions on structures, The European Standard, ČNI (Czech Standards Institute).

Google Scholar

[4] Eurocode 5: Design of timber structures, The European Standard, ČNI (Czech Standards Institute).

Google Scholar

[5] V. Franková, Návrh materiálů pro spřažené dřevo-betonové stropy bytových staveb, [thesis], Ostrava: VŠB-TU Ostrava, Signature: 200906021 (2007).

Google Scholar

[6] Z.W. Guan, E.C. Zhu, Finite element modelling of anisotropic elasto-plastic timber composite beams with openings, Engineering Structure, 31, (2009) 394-403.

DOI: 10.1016/j.engstruct.2008.09.007

Google Scholar

[7] H. Johnsson, Plug Shear Failure in Nailed Timber Connections - Avoiding Brittle and Promoting Ductile Failures. [Doctoral thesis], Div. of Timber Structures, Luleå University of Technology, (2004).

Google Scholar

[8] P. Kuklík, A. Kuklíková, Methods for evaluation of structural timber. Drevarsky Vyskum/Wood Research, Volume 46, Issue 1, (2001), Pages 1-10, ISSN 0012-6136.

Google Scholar

[9] J. Králik, Nonlinear probabilistic analysis of the reinforced concrete structure failure of a nuclear power plant considering degradation effects. 3rd International Conference on Applied Mechanics and Mechanical Engineering, ICAMME 2012, Applied Mechanics and Materials, Vol. 249-250, (2013).

DOI: 10.4028/www.scientific.net/amm.249-250.1087

Google Scholar

[10] A. Lokaj, K. Vavrusova, E. Rykalova, Application of laboratory tests results of dowel joints in cement-splinter boards velox into the fully probabilistic methods (SBRA method). [2011 SREE Workshop on Applied Mechanics and Civil Engineering, AMCE 2011]. Applied Mechanics and Materiále, Volume 137, (2011).

DOI: 10.4028/www.scientific.net/amm.137.95

Google Scholar

[11] S. Lopes, L. Jorge, H. Cruz, Evaluation of non-linear behavior of timber-concrete composite structures using FE model. Materials and Structures/Materiaux et Constructions, Volume 45, Issue 5, (2012), Pages 653-662, ISSN 1359-5997.

DOI: 10.1617/s11527-011-9787-9

Google Scholar

[12] M. S. Mungwa, J. -F. Jullien, A. Foudjet, G. Hentges, Experimental study of a composite wood-concrete beam with the INSA-Hilti new flexible shear connector. Construction and Building Materiále, 13, (1999).

DOI: 10.1016/s0950-0618(99)00034-3

Google Scholar

[13] D. Mikolášek, O. Sucharda, Numerical Modeling of Composite Timber-Concrete Ceiling Structure (In Czech: Numerické modelování spřažení dřevo-betonové stropní konstrukce). Stavební obzor, Iss. 9, (2012), pp.272-276.

Google Scholar

[14] RELEASE 11 DOCUMENTATION FOR ANSYS, SAS IP, INC. (2007).

Google Scholar

[15] J. Porteous, A. Kermani, Structural Timber Design to Eurocode 5. Hardcover, (2007), 560 p., ISBN 978-1-4051-4638-8.

Google Scholar

[16] C. Scheer, M. Peter, S. Stöhr, Holzbau-Taschenbuch: Bemessungsbeispiele nach der neuen DIN 1052. Ernst & Sohn, (2004), 383 p., ISBN 978-3-433-01283-3.

Google Scholar

[17] P. Suchardova, A. Bernatik, O. Sucharda, Assessment of loss results by means of multi - Criteria analysis. Advances in Safety, Reliability and Risk Management - Proceedings of the European Safety and Reliability Conference, ESREL 2011, (2012).

DOI: 10.1201/b11433-221

Google Scholar