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Tangent stiffness in point-loaded elastica arches

Author(s):


Medium: conference paper
Language(s): English
Conference: Interfaces: Architecture, Engineering, Science, Annual Meeting of the International Association of Shell & Spatial Structures (IASS), Hamburg, 25-27 September 2017
Published in:
Year: 2017
Abstract: This paper analyses the stiffness of elastica-shaped active arches subject to a point load at the centre. The relation between stiffness and the angle at the ends has been quantified for different slenderness. Compressive axial forces in elastica arches produce a loss of stiffness lower than 10%.
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  • About this
    data sheet
  • Reference-ID
    10077769
  • Published on:
    20/04/2018
  • Last updated on:
    05/03/2019
 
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