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Modeling Horizontally Nail‐Laminated Beams

Journal of Structural Engineering, 1992
A nonlinear, two-dimensional, finite element method of analysis is developed for multilayered, horizontally nail-laminated beams. Nodal load-displacement relationships are formulated for a special nail element using direct physical arguments. The nail element is used to model nail shear joints between layers, and it is the only element in addition to ...
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General theory for cross-ply laminated beams

AIAA Journal, 1997
Summary: We present a general formulation of the elasticity theory of the cross-ply composite laminated beam subjected to various loadings such as axial load, bending moment, shear/bending, and torsion. The formulation is based on the integral equation theory, and a direct approach is employed to obtain the boundary integral equations for the analysis ...
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A Laminated Beam Theory With Interlayer Slip

Journal of Applied Mechanics, 1984
A Timoshenko beam theory with built-in interlayer slip is developed to facilitate analytical means of simulating the effect of interlayer slip on the stiffness degradation of laminated beam structures. The proposed theory is unique in the sense that any well-structures interlay slip law can be adopted in the beam model.
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Pointwise Stabilization in the Laminated Beam Model

Asymptotic Analysis
We consider two identical beams on top of each other with an adhesive in the middle. A slip occurs naturally in the structure. In this work, we take this slip into account and show that we can stabilize the system exponentially using pointwise controls applied on the axial force and the bending moment.
Munoz Rivera J. E., Naso M. G.
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Laminated composite beams and columns

2013
Valery V. Vasiliev, Evgeny V. Morozov
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Laminated SMA beams finite elements

2002
Shape-memory-alloys (SMA) present very special features. In particular, because of the austenite-martensite and martensite-austenite transformations, governed by the temperature and the stress state, they can undergo large deformations, showing the so-called superelastic behavior and the shape memory effect. The superelastic behavior occurs when, for a
S. MARFIA, SACCO E., REDDY J. N.
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Laminated timber beams

Journal of the Franklin Institute, 1942
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Vibrations of Laminated Beams

Civil-Comp Proceedings, 2009
A.D. Campos, A.E.A. Kurban
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