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Mechanical Modelling of Stays under Thermal Loads

  • Giuseppe Vairo
  • Sami Montassar
Part of the Lecture Notes in Applied and Computational Mechanics book series (LNACM, volume 61)

Abstract

This paper aims at investigating the effects of thermal loads on the elastic response of cables in cable-stayed structures. Starting from a catenary-based approach, an analytical model for evaluating the cable’s stress variation induced by a thermal load linearly distributed along the stay chord is proposed, accounting for sag effect as well as for the stiffness of the stay-supported structure. Moreover, the Dischinger’s equivalent modulus formulation is generalized to include inelastic thermal contributions, deducing generalized Dischinger-type secant and tangent equivalent elastic moduli, and refining the quasi-secant theory recently proposed. The influence of temperature variations on the mechanical response of typical stays employed in long-span cable-stayed bridges is highlighted through several numerical applications, confirming soundness and effectiveness of the proposed formulation.

Keywords

Thermal Load Live Load Cable Tension Stay Cable Suspended Cable 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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Copyright information

© Springer-Verlag Berlin Heidelberg 2012

Authors and Affiliations

  • Giuseppe Vairo
    • 1
  • Sami Montassar
    • 2
  1. 1.Department of Civil EngineeringUniversity of Rome ” Tor Vergata”RomeItaly
  2. 2.Civil Engineering LaboratoryTunis National School of EngineeringTunisTunisia

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