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Finite element analysis of ultimate load-carrying capacity of CFST-CSW arches

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author:

Gao, Jing (Gao, Jing.) [1] | Chen, Baochun (Chen, Baochun.) [2]

Indexed by:

EI

Abstract:

In order to better understand the behavior of CFST-CSW arch, experiment on two hingeless CFST-CSW arches are described in this paper, subjected to in-plane symmetrical and asymmetrical loading respectively. The experiment yield important information regarding the manifestation of the limit state and also afford an opportunity to verify finite element modeling techniques for use in a parametric study. The parametric study reveals that the load-carrying capacity is influenced by many factors including the rise-to-span ratio, slenderness ratio, loading cases and material properties. © (2011) Trans Tech Publications.

Keyword:

Arches Building materials Concrete beams and girders Construction equipment Experiments Finite element method Safety factor

Community:

  • [ 1 ] [Gao, Jing]Department of Civil Engineering, Xiamen University, Xiamen, China
  • [ 2 ] [Chen, Baochun]College of Civil Engineering, Fuzhou University, Fuzhou, China

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Source :

ISSN: 1022-6680

Year: 2011

Volume: 163-167

Page: 1910-1915

Language: English

Cited Count:

WoS CC Cited Count:

30 Days PV: 4

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