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Navier's 1823 Mémoire: Analyses and observations on displacements and stiffness of suspension bridges

Author(s):

Medium: conference paper
Language(s): English
Conference: 6th International Congress on Construction History (6ICCH 2018), July 9-13, 2018, Brussels, Belgium
Published in:
Page(s): 667-673
Year: 2018
Abstract: Some of the analytical models, quantitative results, and inferences on design in Navier's 1823 Memoire on suspension bridges are examined and assessed. Navier derived a linearized formula for the vertical midspan displacement of an unstiffened cable caused by a small change in cable length or span length. He also predicted the vertical displacement and stiffness of a cable subject to a concentrated vertical load at midspan. Navier's linearized results and inferences are assessed on the basis of results from geometrically non-linear analyses. Navier derived a formula for the effective horizontal stiffness of a vertically loaded cable subject to horizontal wind forces. He also examined the effects of bearing types on displacements of multi-span bridges subject to unequal vertical loads, concluding that pulley-like bearings were not feasible. The influence of Navier's results and inferences on the designs of Charles Ellet and John Roebling is discussed.

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  • About this
    data sheet
  • Reference-ID
    10078226
  • Published on:
    15/09/2018
  • Last updated on:
    05/03/2019