On the FEM Analysis of Higher-Order Shear Deformable Beams: Validation of an Efficient Element
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/content/pdf/10.1007/s13369-015-1814-7.pdf
Reference41 articles.
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3. Naguleswaran S.: Vibration and stability of an Euler–Bernoulli beam with up to three-step changes in cross-section and in axial force. Int. J. Mech. Sci. 45(9), 1563–1579 (2003)
4. Attarnejad R., JandaghiSemnani S., Shahba A.: Basic displacement functions for free vibration analysis of non-prismatic Timoshenko beams. Finite Elem. Anal. Des. 46(10), 916–929 (2010)
5. Ruta P.: The application of Chebyshev polynomials to the solution of the non-prismatic Timoshenko beam vibration problem. J. Sound Vib. 296, 243–263 (2006)
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3. Erratum to: On the FEM Analysis of Higher-Order Shear Deformable Beams: Validation of an Efficient Element;Arabian Journal for Science and Engineering;2015-10-27
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