Open Access
Layered wood systems with interlayer slip
J. R. Goodman
- Vol. 1, Iss: 3, pp 148-158
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The article was published on 1969-01-01 and is currently open access. It has received 47 citations till now. The article focuses on the topics: Slip (materials science).read more
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Composite Beam-Columns with Interlayer Slip : Exact Analysis
TL;DR: In this article, the axial loads acting on the composite elements are assumed to be proportioned in accordance with their relative axial stiffnesses so that their resultant acts at the centroid of the transformed cross-sectional area of the fully composite member.
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Exact static analysis of partially composite beams and beam-columns
Ulf Arne Girhammar,Danhua Pan +1 more
TL;DR: In this paper, the exact closed form characteristic equations and their associated exact buckling length coefficients for composite columns with interlayer slip are derived for the four Euler boundary conditions, except for the Euler clamped-pinned case.
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Static, dynamic, and buckling analysis of partial interaction composite members using Timoshenko's beam theory
Rongqiao Xu,Yu-Fei Wu +1 more
TL;DR: In this article, the static, dynamic, and buckling behavior of composite members is investigated by taking into account for the influences of rotary inertia and shear deformations, and analytical solutions of the deflection are then found for the beam with uniformly distributing load under common boundary conditions.
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Analytical Solution of Two-Layer Beam Taking into account Interlayer Slip and Shear Deformation
TL;DR: In this paper, 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.
Journal ArticleDOI
A simplified analysis method for composite beams with interlayer slip
TL;DR: In this article, a simplified static procedure is proposed for analyzing and designing composite beams with interlayer slip, parallel to the Eurocode 5 method, but it is general in nature and can be a...