Collapse behaviour in reciprocal frame structures

Elsa Garavaglia, Attilio Pizzigoni, Luca Sgambi, Noemi Basso

研究成果: Article査読

8 被引用数 (Scopus)

抄録

"Reciprocal Frame" refers to a self-supporting grid structure used both for floor and roof. Using Finite Element Methods for non-linear solid mechanics and frictional-contact, this paper intends to analytically and numerically investigate the collapse behaviour of a reciprocal frame structure made of fibrereinforced concrete. Considering a simple 3-beam structure, it has been investigated using a solid finite element model. Once defined the collapse behaviour of the simple structure, the analysis has been generalized using a concentrated plasticity finite element method. Results provided will be useful for studying generic reciprocal frame structures with several beams.

本文言語English
ページ(範囲)533-547
ページ数15
ジャーナルStructural Engineering and Mechanics
46
4
DOI
出版ステータスPublished - 2013 5 25
外部発表はい

ASJC Scopus subject areas

  • 土木構造工学
  • 建築および建設
  • 機械工学
  • 材料力学

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