Dimensionless analysis of RC rectangular sections under axial load and biaxial bending

Maurizio Papia, Marinella Fossetti, Marinella Fossetti

Risultato della ricerca: Articlepeer review

15 Citazioni (Scopus)

Abstract

This paper proposes a numerical procedure able to provide ultimate curvature and moment domains of rectangular RC sections subjected to combined axial load and biaxial bending. The formulation is carried out in dimensionless terms in order to give results that are valid for classes of sections characterized by the same values of the geometric and mechanical parameters governing the section response. The role of some of these parameters is investigated here. The results show possible correlations linking the actual values of moment and curvature to the values corresponding to two cases of uniaxial bending to be considered separately. © 2012 Elsevier Ltd.
Lingua originaleEnglish
pagine (da-a)34-45
Numero di pagine12
RivistaEngineering Structures
Volume44
Stato di pubblicazionePublished - 2012

All Science Journal Classification (ASJC) codes

  • Civil and Structural Engineering

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