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Analytical solution of two-layer beam including interlayer slip and uplift
Ales Kroflic,Igor Planinc,Miran Saje,Bojan Cas 국제구조공학회 2010 Structural Engineering and Mechanics, An Int'l Jou Vol.34 No.6
A mathematical model and its analytic solution for the analysis of stress-strain state of a linear elastic two-layer beam is presented. The model considers both slip and uplift at the interface. The solution is employed in assessing the effects of transverse and shear contact stiffnesses and the thickness of the interface layer on behaviour of nailed, two-layer timber beams. The analysis shows that the transverse contact stiffness and the thickness of the interface layer have only a minor influence on the stress-strain state in the beam and can safely be neglected in a serviceability limit state design.
Analytical solution of two-layer beam including interlayer slip and uplift
Kroflic, Ales,Planinc, Igor,Saje, Miran,Cas, Bojan Techno-Press 2010 Structural Engineering and Mechanics, An Int'l Jou Vol.34 No.6
A mathematical model and its analytic solution for the analysis of stress-strain state of a linear elastic two-layer beam is presented. The model considers both slip and uplift at the interface. The solution is employed in assessing the effects of transverse and shear contact stiffnesses and the thickness of the interface layer on behaviour of nailed, two-layer timber beams. The analysis shows that the transverse contact stiffness and the thickness of the interface layer have only a minor influence on the stress-strain state in the beam and can safely be neglected in a serviceability limit state design.