Simplified Model for Compressive Behavior of Concrete Columns Strengthened by Steel Angles and Strips

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33 Citazioni (Scopus)

Abstract

This paper presents an analytical model to determine the compressive response of concrete members, having a square transverse cross section and reinforced with steel angles at the corners and steel strips connecting the steel angles. The model evaluates the effects of transverse strips and steel angles on confinement pressures, including strength and buckling phenomena. Compressive response was evaluated in cases of directly and indirectly loaded elements. The data produced correlate well with available experimental data.
Lingua originaleEnglish
pagine (da-a)230-238
Numero di pagine9
RivistaJOURNAL OF ENGINEERING MECHANICS
Volume136
Stato di pubblicazionePublished - 2009

All Science Journal Classification (ASJC) codes

  • Mechanics of Materials
  • Mechanical Engineering

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