Short-term analysis of timber-concrete composite bridges

Tutkimustuotos: Artikkeli kirjassa/konferenssijulkaisussaConference contributionScientificvertaisarvioitu

5 Lataukset (Pure)

Abstrakti

Timber-concrete composite (TCC) structures have been studied intensively during the last decades and some analysis methods has been proposed, but mostly for floor construction. Applicability of different analysis methods for TCC bridge design were evaluated in a parametric study. In the evaluation, the influence of the parameters on the deformation, shear force in the connector,
compressive stresses in the concrete deck and tensile stresses in the timber beam were investigated. The study was performed on a simply supported TCC beam, with span of 18 m, and with following parameters: different loads, connector arrangements, connector stiffnesses and cross-sectional
dimensions. The results indicate large differences between the evaluated methods, in particular for beams with relatively low connector stiffness.
AlkuperäiskieliEnglanti
OtsikkoConference proceedings, ICTB 2017, 3rd International Conference on Timber Bridges
Sivumäärä10
TilaJulkaistu - 2017
OKM-julkaisutyyppiA4 Artikkeli konferenssijulkaisuussa
TapahtumaInternational Conference on Timber Bridges - Skellefteå, Ruotsi
Kesto: 26 kesäkuuta 201729 kesäkuuta 2017
Konferenssinumero: 3

Julkaisusarja

NimiSP rapport
KustantajaRISE Research Institutes of Sweden
Numero2017:26
ISSN (painettu)0284-5172

Conference

ConferenceInternational Conference on Timber Bridges
LyhennettäICTB
MaaRuotsi
KaupunkiSkellefteå
Ajanjakso26/06/201729/06/2017

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  • Projektit

    • 1 Päättynyt

    Durable Timber Bridges (DuraTB)

    Salokangas, L., Jaaranen, J. & Niu, Y.

    01/02/201431/12/2017

    Projekti: Business Finland: Other research funding

    Siteeraa tätä

    Jaaranen, J., Salokangas, L., & Fink, G. (2017). Short-term analysis of timber-concrete composite bridges. teoksessa Conference proceedings, ICTB 2017, 3rd International Conference on Timber Bridges (SP rapport ; Nro 2017:26).