Flexural behaviour of concrete corbels containing steel fibers or wrapped with FRP sheets

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27 Citazioni (Scopus)

Abstract

In the present paper an analytical and experimental investigation referring to the flexural behaviour of reinforced concrete corbels subjected to vertical forces is presented. For fixed shape and dimensions of the corbels the experimental investigation analyses the effects of the following: longitudinal and transverse steel reinforcements; fiber reinforced concrete (FRC) with hooked steel fibers; external wrapping retrofitting technique with a thin layer of carbon fiber sheet (CFRP). The analytical model based on equivalent truss structures, allows one to determine the bearing capacity of corbels, distinguishing the different ultimate states reached. The analytical results are then compared with experimental values, showing good agreement. 1359-5997 © 2004 RILEM. All rights reserved.
Lingua originaleEnglish
pagine (da-a)617-625
Numero di pagine9
RivistaMATERIALS AND STRUCTURES
Volume38
Stato di pubblicazionePublished - 2005

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering
  • Building and Construction
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  • Mechanics of Materials

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