^ Web Buckling and Ultimate Strength of Composite Plate Girders Subjected to Shear and Bending | Structurae
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Web Buckling and Ultimate Strength of Composite Plate Girders Subjected to Shear and Bending

Author(s):

Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 2, v. 15
Page(s): 1450047
DOI: 10.1142/s0219455414500473
Abstract:

The paper is concerned with ultimate load behavior of steel–concrete composite plate girders subjected to combined action of shear and bending. An analytical method is presented to predict the interactive response of the girder. The method considers the tension field action in the plate girder web panel and shear failure of concrete slab. The method is approximate and can be applied to composite plate girders at the preliminary stages of design. Strength of composite plate girders is investigated by varying the moment/shear ratio. It is shown that ultimate load capacity of composite plate girder is influenced by moment/shear ratio. The predicted results are compared with the corresponding finite-element values.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1142/s0219455414500473.
  • About this
    data sheet
  • Reference-ID
    10352662
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019