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A.E.A. Kurban*, A. Dolinski Campos and H.L. Soriano#

*Department of Civil Engineering, Military Institute of Engineering, Rio de Janeiro, Brazil
#Department of Civil Engineering, Federal University of Rio de Janeiro, Rio de Janeiro, Brazil

doi:10.4203/ccp.41.2.2

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A.E.A. Kurban, A. Dolinski Campos, H.L. Soriano, "A Finite Element for Laminated Beams", in B.H.V. Topping, (Editor), "Advances in the Analysis and Design of Composites", Civil-Comp Press, Edinburgh, UK, pp 33-37, 1996. doi:10.4203/ccp.41.2.2

Abstract

In this paper a finite element formulation of multilayered beams for static analysis is developed based on a transverse shear deformation theory which accounts piecewise linear distribution across the interfaces between the layers of the displacement u and satisfies the contact conditions at the interfaces. The reference axis is assumed to be on the top bounding surface of the beam. The element is quite versatile and can be used to analyse not only thin beams with neglegible shear deformation but also thick beams and beams of sandwich construction in which shear effects are important.

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Front Page Browse CCP CSETS CTR IJRT Other Authors Search Purchase Guide FAQ Contact us	Civil-Comp Proceedings ISSN 1759-3433 CCP: 41 ADVANCES IN THE ANALYSIS AND DESIGN OF COMPOSITES Edited by: B.H.V. Topping Paper II.2 A Finite Element for Laminated Beams A.E.A. Kurban, A. Dolinski Campos and H.L. Soriano# Department of Civil Engineering, Military Institute of Engineering, Rio de Janeiro, Brazil #Department of Civil Engineering, Federal University of Rio de Janeiro, Rio de Janeiro, Brazil doi:10.4203/ccp.41.2.2 purchase the full-text of this paper Full Bibliographic Reference for this paper A.E.A. Kurban, A. Dolinski Campos, H.L. Soriano, "A Finite Element for Laminated Beams", in B.H.V. Topping, (Editor), "Advances in the Analysis and Design of Composites", Civil-Comp Press, Edinburgh, UK, pp 33-37, 1996. doi:10.4203/ccp.41.2.2 Abstract In this paper a finite element formulation of multilayered beams for static analysis is developed based on a transverse shear deformation theory which accounts piecewise linear distribution across the interfaces between the layers of the displacement u and satisfies the contact conditions at the interfaces. The reference axis is assumed to be on the top bounding surface of the beam. The element is quite versatile and can be used to analyse not only thin beams with neglegible shear deformation but also thick beams and beams of sandwich construction in which shear effects are important. purchase the full-text of this paper (price £20) go to the previous paper go to the next paper return to the table of contents return to the book description purchase this book (price £58 +P&P)
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