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Analytical solution of two-layer beam taking into account interlayer slip and shear deformation
ID Schnabl, Simon (Author), ID Saje, Miran (Author), ID Turk, Goran (Author), ID Planinc, Igor (Author)

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MD5: B9180C1ED33116D9D3B7435C2C19FF40
PID: 20.500.12556/rul/00953c75-0ca1-4ea8-b482-d0f4db51734f

Abstract
A mathematical model is proposed and its analytical solution derived for the analysis of the geometrically and materially linear two-layer beams with different material and geometric characteristics of an individual layer. The model takes into account the effect of the transverse shear deformation on displacements in each layer. The analytical study is carried out to evaluate the influence of the transverse shear deformation on the static and kinematic quantities. We study a simply supported two-layer planar beam subjected to the uniformly distributed load. Parametric studies have been performed to investigate the influence of shear by varying material and geometric parameters, such as interlayer slip modulus (K), flexural-to-shear moduli ratios (E/G) and span-to-depth ratios (L/h). The comparison of the results for vertical deflections shows that shear deformations are more important for high slip modulus, for ``short'' beams with small L/h ratios, and beams with high E/G ratios. In these cases, the effect of the shear deformations becomes significant and has to be addressed in design. It also becomes apparent that models, which consider the partial interaction between the layers, should be employed if beams have very flexible connections.

Language:English
Keywords:beams, shear deformation, elasticity, composite structures, slip
Typology:1.01 - Original Scientific Article
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publisher:American Society of Civil Engineers
Year:2007
Number of pages:Str. 886-894
Numbering:Letn. 133, Št. 6
PID:20.500.12556/RUL-32116 This link opens in a new window
UDC:624.072.2
ISSN on article:0733-9445
DOI:10.1061/(ASCE)0733-9445(2007)133:6(886) This link opens in a new window
COBISS.SI-ID:3550305 This link opens in a new window
Publication date in RUL:10.07.2015
Views:4849
Downloads:1120
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SCHNABL, Simon, SAJE, Miran, TURK, Goran and PLANINC, Igor, 2007, Analytical solution of two-layer beam taking into account interlayer slip and shear deformation. Journal of structural engineering [online]. 2007. Vol. 133, no. Št. 6, p. 886–894. [Accessed 28 March 2025]. DOI 10.1061/(ASCE)0733-9445(2007)133:6(886). Retrieved from: https://repozitorij.uni-lj.si/IzpisGradiva.php?lang=eng&id=32116
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Record is a part of a journal

Title:Journal of structural engineering
Shortened title:J. struct. eng.
Publisher:American Society of Civil Engineers
ISSN:0733-9445
COBISS.SI-ID:1336581 This link opens in a new window

Secondary language

Language:English
Keywords:nosilci, strižna deformacija, elastičnost, kompoziti, zdrs

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