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Analytical solution of two-layer beam including interlayer slip and uplift
Kroflič, Aleš (Author), Planinc, Igor (Author), Saje, Miran (Author), Čas, Bojan (Author)

URLURL - Presentation file, Visit http://drugg.fgg.uni-lj.si/3459/ This link opens in a new window

Abstract
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.

Language:English
Keywords:civil engineering, construction, composite beam, slip, uplift, analytical solution, elasticity
Tipology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2010
Publisher:Techno Press
Number of pages:str. 667-683
Numbering:Letn. 34, št. 6
UDC:624.07
ISSN on article:1225-4568
COBISS.SI-ID:4939873 Link is opened in a new window
Views:1087
Downloads:246
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Record is a part of a journal

Title:Structural engineering and mechanics
Shortened title:Struct. eng. mech.
Publisher:Techno-press
ISSN:1225-4568
COBISS.SI-ID:15455749 This link opens in a new window

Secondary language

Language:English
Keywords:gradbeništvo, konstrukcije, kompozitni nosilci, zdrsi, razmiki, analitične rešitve, elastičnost

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