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Analysis on Flexural Stiffness of GFRP-concrete Hybrid Beams

Author(s):


Medium: journal article
Language(s): English
Published in: The Open Civil Engineering Journal, , n. 1, v. 11
Page(s): 940-945
DOI: 10.2174/1874149501711010940
Abstract:

Background:

Deferent types of reinforced concrete beams wrapped with GFRP pultruded profiles and a control RC beam are tested under three points loading.

Objective:

The moment-curvature curves of all tested beams are obtained based on the experimental study. The change characteristics of flexural stiffness for tested beams are analyzed, and the short-term flexural stiffness formula is derived.

Results:

Finally the computed values of midspan deflection for tested beams are achieved.

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: 10.2174/1874149501711010940.
  • About this
    data sheet
  • Reference-ID
    10175198
  • Published on:
    02/08/2019
  • Last updated on:
    03/08/2019
 
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