Interaction graphs for steel hollow sections subjected to axial force and biaxial bending

Authors

  • Ramón Irles Más Dt°. Ing. de la Construcción. Universidad de Alicante
  • Francisco Irles Más Dt°. Expresión Gráfica y Cartografía. Universidad de Alicante
  • Daniel Carratalá Climent Universidad Politécnica de Valencia

DOI:

https://doi.org/10.3989/ic.1994.v46.i431.1131

Abstract


Interaction graphs are extensively used as a tool for designing prismatic member sections subjected to several combined stresses. For a long time, sets of these graphs are available in building technologies: reinforced concrete, steel and composite sections, under various stresses. The paper shows the general formulation for obtaining the graphs corresponding to biaxial bending with axial force of hollow steel sections; with circular, rectangular and square shape, with or without vertex rounded. In particular, a detailed general analysis of the interaction surface is made for these stresses over the above cited sections.

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Published

1994-06-30

How to Cite

Irles Más, R., Irles Más, F., & Carratalá Climent, D. (1994). Interaction graphs for steel hollow sections subjected to axial force and biaxial bending. Informes De La Construcción, 46(431), 41–48. https://doi.org/10.3989/ic.1994.v46.i431.1131

Issue

Section

Research Articles