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Professional paper
https://doi.org/10.14256/JCE.1452.2015

Analysis of timber-concrete composite girders

Dean Čizmar
Maja Vrančić

Fulltext: english, pdf (1 MB) pages 559-570 downloads: 356* cite
APA 6th Edition
Čizmar, D. & Vrančić, M. (2016). Analysis of timber-concrete composite girders. Građevinar, 68 (07.), 559-570. https://doi.org/10.14256/JCE.1452.2015
MLA 8th Edition
Čizmar, Dean and Maja Vrančić. "Analysis of timber-concrete composite girders." Građevinar, vol. 68, no. 07., 2016, pp. 559-570. https://doi.org/10.14256/JCE.1452.2015. Accessed 31 Oct. 2020.
Chicago 17th Edition
Čizmar, Dean and Maja Vrančić. "Analysis of timber-concrete composite girders." Građevinar 68, no. 07. (2016): 559-570. https://doi.org/10.14256/JCE.1452.2015
Harvard
Čizmar, D., and Vrančić, M. (2016). 'Analysis of timber-concrete composite girders', Građevinar, 68(07.), pp. 559-570. https://doi.org/10.14256/JCE.1452.2015
Vancouver
Čizmar D, Vrančić M. Analysis of timber-concrete composite girders. Građevinar [Internet]. 2016 [cited 2020 October 31];68(07.):559-570. https://doi.org/10.14256/JCE.1452.2015
IEEE
D. Čizmar and M. Vrančić, "Analysis of timber-concrete composite girders", Građevinar, vol.68, no. 07., pp. 559-570, 2016. [Online]. https://doi.org/10.14256/JCE.1452.2015
Fulltext: croatian, pdf (1 MB) pages 559-570 downloads: 2.232* cite
APA 6th Edition
Čizmar, D. & Vrančić, M. (2016). Proračun spregnutih nosača drvo - beton. Građevinar, 68 (07.), 559-570. https://doi.org/10.14256/JCE.1452.2015
MLA 8th Edition
Čizmar, Dean and Maja Vrančić. "Proračun spregnutih nosača drvo - beton." Građevinar, vol. 68, no. 07., 2016, pp. 559-570. https://doi.org/10.14256/JCE.1452.2015. Accessed 31 Oct. 2020.
Chicago 17th Edition
Čizmar, Dean and Maja Vrančić. "Proračun spregnutih nosača drvo - beton." Građevinar 68, no. 07. (2016): 559-570. https://doi.org/10.14256/JCE.1452.2015
Harvard
Čizmar, D., and Vrančić, M. (2016). 'Proračun spregnutih nosača drvo - beton', Građevinar, 68(07.), pp. 559-570. https://doi.org/10.14256/JCE.1452.2015
Vancouver
Čizmar D, Vrančić M. Proračun spregnutih nosača drvo - beton. Građevinar [Internet]. 2016 [cited 2020 October 31];68(07.):559-570. https://doi.org/10.14256/JCE.1452.2015
IEEE
D. Čizmar and M. Vrančić, "Proračun spregnutih nosača drvo - beton", Građevinar, vol.68, no. 07., pp. 559-570, 2016. [Online]. https://doi.org/10.14256/JCE.1452.2015

Abstracts
Timber-concrete composite girders are often used in the renovation of high-rise structures, and they can also be used in bridges. These systems are relatively complex to analyse as two materials presenting different stiffness and rheological properties participate in ensuring an appropriate bearing capacity. While the analysis of instantaneous deformations is clearly defined in Eurocode 5, the analysis of long-term deformations, which are often relevant, is not clearly defined. The objective of this paper is to present the analysis of a timber-concrete composite girder, taking into account instantaneous and long-term deformations in a relatively simple way, suitable for practical engineers.

Keywords
composite action; timber-concrete composite girder; long-term deformations

Hrčak ID: 164576

URI
https://hrcak.srce.hr/164576

[croatian]

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