Collapse behaviour in reciprocal frame structures

Elsa Garavaglia; Attilio Pizzigoni; Luca Sgambi; Noemi Basso

doi:10.12989/sem.2013.46.4.533

Collapse behaviour in reciprocal frame structures

Elsa Garavaglia, Attilio Pizzigoni, Luca Sgambi, Noemi Basso

Research output: Contribution to journal › Article › peer-review

8 Citations (Scopus)

Abstract

"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.

Original language	English
Pages (from-to)	533-547
Number of pages	15
Journal	Structural Engineering and Mechanics
Volume	46
Issue number	4
DOIs	https://doi.org/10.12989/sem.2013.46.4.533
Publication status	Published - 2013 May 25
Externally published	Yes

Keywords

Collapse behavior
Finite elements
Nexorades
Reciprocal frame
Space structures
Temporary structures

ASJC Scopus subject areas

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

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10.12989/sem.2013.46.4.533

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abstract = "{"}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.",

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AU - Garavaglia, Elsa

AU - Pizzigoni, Attilio

AU - Sgambi, Luca

AU - Basso, Noemi

PY - 2013/5/25

Y1 - 2013/5/25

N2 - "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.

AB - "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.

KW - Collapse behavior

KW - Finite elements

KW - Nexorades

KW - Reciprocal frame

KW - Space structures

KW - Temporary structures

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Collapse behaviour in reciprocal frame structures

Abstract

Keywords

ASJC Scopus subject areas

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