A Fully Generalised Approach to Modelling Fire Response of Steel-Rc Composite Structures

Kolšek, J.; Hozjan, Tomaž; Saje, Miran; Planinc, Igor

doi:10.14311/asfe.2015.041

Cited by 1 publication

(1 citation statement)

References 8 publications

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“…On the other hand, besides these analytical works, several numerical models for investigation of the performance of layered composite beams with interalyer slip have been developed as well. Therefore, a great number of papers referring to finite elements, 29–37 dynamics and vibration, 38–40 steel-concrete and reinforced concrete beams, 41–44 fire, 45,46 and so on, have been published recently.…”

Section: Introductionmentioning

confidence: 99%

Three-dimensional bimetallic layered beams with interface compliance: Analytical solution

Schnabl

Planinc

2018

Proceedings of the Institution of Mechanical Engineers, Part L:

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This paper focuses on the development of a new mathematical model and its analytical solution for the analysis of the mechanical behavior of geometrically and materially linear three-dimensional two-layer bimetallic beams with interface compliance. Consequently, the analytical solution of bending of elastic three-dimensional two-layer composite beams with interface compliance is derived for the first time. In the illustrative example, a three-dimensional two-layer cantilever composite beam made of 6061-T6 aluminum and C83400 red brass is analyzed. It is shown that interface compliance could have a significant influence on the mechanical behavior of such a structure. Finally, the results for different mechanical quantities are tabulated and as such the analytical solution presented can be used as a benchmark solution of three-dimensional bimetallic composite beams.

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