1989
DOI: 10.1061/(asce)0733-9399(1989)115:6(1150)
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Stress Distribution and Deformation of Adhesive‐Bonded Laminated Composite Beams

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Cited by 28 publications
(12 citation statements)
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“…The coefficients C k N and D k N , in Equation (3), while defining the warping function for the rectangular cross-section, are determined such that the contribution to the displacement component u k due to torsion is continuous at the interface of adjacent layers, and the transverse shear stress associated with torsion, is continuous at the interface of the adjacent layers and vanishes at the top and bottom surfaces of the beam [27].…”
Section: The General Expression Formentioning
confidence: 99%
“…The coefficients C k N and D k N , in Equation (3), while defining the warping function for the rectangular cross-section, are determined such that the contribution to the displacement component u k due to torsion is continuous at the interface of adjacent layers, and the transverse shear stress associated with torsion, is continuous at the interface of the adjacent layers and vanishes at the top and bottom surfaces of the beam [27].…”
Section: The General Expression Formentioning
confidence: 99%
“…The general expression for I is in the form of a harmonic function, as outlined in references [9}11, 13], and is expressed as…”
Section: Formulationmentioning
confidence: 99%
“…A three-layer cantilever composite beam under torque load T at the free end. 7 The material and geometrical properties considered for this study are given as L Before proceeding to the detailed analysis, numerical computations are carried out for the rank of the element (spurious mode), convergence properties and the e ect of aspect ratio (shear locking).…”
Section: Torsional Analysismentioning
confidence: 99%
“…Numerical analyses have been performed upon various sandwich beams, and a parametric study is given to show the e ects of diver parameters such as length-to-thickness ratio, shear modular ratio, boundary conditions, free and constrained torsion. Earlier, the accuracy of computations has been evaluated by comparisons with an exact three-dimensional theory for laminates in bending, 13 elasticity solution for bending-torsion of isotropic beams of rectangular cross-sections 14; 15 extended to laminated beams of rectangular cross-sections having isotropic layers, 7 and also three-dimensional ÿnite element computations using 27-noded-brick elements.…”
Section: Introductionmentioning
confidence: 99%