Design methods of timber-concrete composite ceiling structure

被引：2

作者：

Al Ali M. ^{[1
]}

Bajzecerova V. ^{[1
]}

Kvocak V. ^{[1
]}

机构：

[1] Technical University in Kosice, Kosice

来源：

Magazine of Civil Engineering | 2017年 / 73卷 / 05期

关键词：

Omposite structures; Design methods; Timber-concrete; γ-method;

D O I：

10.18720/MCE.73.8

中图分类号：

学科分类号：

摘要：

Timber-concrete composite structural members are increasingly used in the case of restoration of wooden ceilings. In the other hand, their use also increases in the case of new buildings. Design methods of the composite structures have been evolving since their first use. This expressive evolution of design methods is related to extensive research in this area in last three decades. This paper presents basic information about realisation, experimental and numerical analysis of timber-concrete composite ceiling with nail connections. The design of the mentioned ceiling was realised according to the relevant standards and recommendations in that time. The paper also presents a comparison between the design results of this composite ceiling and deflections measured during experimental short term loading process with the currently widely used analytical calculation model, so called γ-method. This method takes into account the joint compliance of the used nails. In addition, creep behaviour of used materials and concrete shrinkage were implemented in this calculation model. Comparison of the numerical and experimental results shows, that the current method better reflects the real stiffness of the ceiling structure. On the base of mentioned calculation model, the final deformation of the ceiling was also predicted. © 2017 Sainov M.P.,Lubyanov V.V.

引用

页码：88 / 95

页数：7

共 28 条

[1]

Schaub O., Verbunddecke Aus Holzrippen und Betonplatte, (1939)

[2]

Postulka J., Sandanus J., Berechnungsverfahren für eine Holz-Beton-Verbunddecke mit Nägeln als Verbindungsmittel, Bautechnik., 76, pp. 1026-1030, (1999)

[3]

Rautenstrauch K., Grosse M., Lehmann S., Forschungsvorhaben Brettstapel-Beton-Verbund: Auswertung der Experimentlallen Untersuchungen Teil 2, (2002)

[4]

Kanocz J., Bajzecerova V., Steller S., Timber-concrete composite elements with various composite connections. Part 2: Grooved connection, Wood Research., 59, pp. 627-638, (2014)

[5]

Kanocz J., Bajzecerova V., Steller S., Timber-concrete composite elements with various composite connections. Part 3: Adhesive connection, Wood Research., 60, pp. 939-952, (2015)

[6]

Kanocz J., Bajzecerova V., CLT-lightweight concrete composite beam with adhesive connection, Proceedings of 13th World Conference of Timber Engineering WCTE 2016, pp. 1-8, (2016)

[7]

Jorge L., Habenbacher J., Dujic B., Timber-concrete composite systems with cross-laminated timber, Proceedings of 10th. World Conference of Timber Engineering WCTE 2010, pp. 1-8, (2010)

[8]

Yeoh D., Fragiacomo M., Deam B., Experimental behaviour of LVL-concrete composite floor beams at strength limit state, Engineering Structures., 33, pp. 2697-2707, (2011)

[9]

Jorge L.F., Schanzlin J., Lopes S.M.R., Cruz H., Kuhlmann U., Time-dependent behaviour of timber lightweight concrete composite floors, Engineering Structures., 32, pp. 3966-3973, (2010)

[10]

Schafers M., Entwickelung von Hybriden Bauteilen Aus Holz und Hochfesten Bzw. Ultrahochfesten Betonen. Experimentelle und Theoretische Untersuchungen, (2010)

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