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Estados límites de puentes mixtos de sección cajón: Influencia de los problemas de inestabilidad de chapas metálicas delgadas

Author(s):


Medium: journal article
Language(s): Spanish
Published in: Hormigón y acero, , n. 190, v. 45
Page(s): 145-166
Abstract:

Ultimate limit states in box girder composite bridges: Influence of second order effects in thin steel plates

Modern theories of thin steel plates taking into account second order effects allow the analysis and design of steel bridges. However, additional considerations are required by composite bridges, ehich serviceability and safety against collapse are not addequatelly guaranteed by these methods. A general elastoplastic model to obtain the ultimate strength of continuous composite bridges is developed, considering inestability effects in failure mechanisms. Two actual bridges are studied in this way, which is suscint approach to the problem.

Available from: ACHE - Asociación Española de Ingeniería Estructural
Structurae cannot make the full text of this publication available at this time.
  • About this
    data sheet
  • Reference-ID
    10076125
  • Published on:
    13/11/2018
  • Last updated on:
    13/11/2018
 
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