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Glued timber-concrete beams – analytical and numerical models for assessment of composite action

Leo Škec
Adriana Bjelanović ; University of RijekaFaculty of Civil EngineeringRadmile Matejčić 3, 51000 Rijeka
Gordan Jelenić ; University of RijekaFaculty of Civil EngineeringRadmile Matejčić 3, 51000 Rijeka

Puni tekst: engleski, PDF (393 KB) str. 41-49 preuzimanja: 373* citiraj
APA 6th Edition
Škec, L., Bjelanović, A. i Jelenić, G. (2013). Glued timber-concrete beams – analytical and numerical models for assessment of composite action. Engineering Review, 33 (1), 41-49. Preuzeto s https://hrcak.srce.hr/97686
MLA 8th Edition
Škec, Leo, et al. "Glued timber-concrete beams – analytical and numerical models for assessment of composite action." Engineering Review, vol. 33, br. 1, 2013, str. 41-49. https://hrcak.srce.hr/97686. Citirano 11.08.2020.
Chicago 17th Edition
Škec, Leo, Adriana Bjelanović i Gordan Jelenić. "Glued timber-concrete beams – analytical and numerical models for assessment of composite action." Engineering Review 33, br. 1 (2013): 41-49. https://hrcak.srce.hr/97686
Harvard
Škec, L., Bjelanović, A., i Jelenić, G. (2013). 'Glued timber-concrete beams – analytical and numerical models for assessment of composite action', Engineering Review, 33(1), str. 41-49. Preuzeto s: https://hrcak.srce.hr/97686 (Datum pristupa: 11.08.2020.)
Vancouver
Škec L, Bjelanović A, Jelenić G. Glued timber-concrete beams – analytical and numerical models for assessment of composite action. Engineering Review [Internet]. 2013 [pristupljeno 11.08.2020.];33(1):41-49. Dostupno na: https://hrcak.srce.hr/97686
IEEE
L. Škec, A. Bjelanović i G. Jelenić, "Glued timber-concrete beams – analytical and numerical models for assessment of composite action", Engineering Review, vol.33, br. 1, str. 41-49, 2013. [Online]. Dostupno na: https://hrcak.srce.hr/97686. [Citirano: 11.08.2020.]

Sažetak
An analysis of glued composite timber-concrete systems is presented. Experimental data obtained from laboratory tests under short-term loading are compared with the analytical calculation and the design procedure for fully composite beams given in the EN 1995-1-1 standard. Numerical linear 2D finite element modelling and an analytical solution assuming linear elastic behaviour of glue and the interlayer slip are also conducted and validated. The effect of composite action in the three mentioned approaches is assessed by comparison of midspan deflections. In this way, a parametric study of the glue-line properties and the interlayer slip stiffness on load-carrying capacity and serviceability of glued composite beams exposed to short-time loading is easily performed.

Ključne riječi
glued timber-concrete beams; composite action; EN design procedure; finite-element modelling; analytical solution

Hrčak ID: 97686

URI
https://hrcak.srce.hr/97686

Posjeta: 565 *