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Deflection of castellated beams subjected to uniformly distributed transverse loading

Yuan, Wei-bin / Yu, Nan-ting / Bao, Zhao-shui / Wu, Li-ping

Abstract This paper presents an analytical solution for determining the deflection of castellated/cellular beams with hexagonal/circular web openings, subjected to a uniformly distributed transverse load. The solution is derived using the principle of minimum potential energy. To validate the derived analytical solution, three-dimensional linear finite element analysis is performed using four-node shell elements built-in ANSYS software. Good agreement between the finite element result and the present analytical solution is demonstrated.

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Deflection of castellated beams subjected to uniformly distributed transverse loading

Yuan, Wei-bin / Yu, Nan-ting / Bao, Zhao-shui / Wu, Li-ping

Abstract This paper presents an analytical solution for determining the deflection of castellated/cellular beams with hexagonal/circular web openings, subjected to a uniformly distributed transverse load. The solution is derived using the principle of minimum potential energy. To validate the derived analytical solution, three-dimensional linear finite element analysis is performed using four-node shell elements built-in ANSYS software. Good agreement between the finite element result and the present analytical solution is demonstrated.

Deflection of castellated beams subjected to uniformly distributed transverse loading

Yuan, Wei-bin / Yu, Nan-ting / Bao, Zhao-shui / Wu, Li-ping

Abstract This paper presents an analytical solution for determining the deflection of castellated/cellular beams with hexagonal/circular web openings, subjected to a uniformly distributed transverse load. The solution is derived using the principle of minimum potential energy. To validate the derived analytical solution, three-dimensional linear finite element analysis is performed using four-node shell elements built-in ANSYS software. Good agreement between the finite element result and the present analytical solution is demonstrated.

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Titel:

Deflection of castellated beams subjected to uniformly distributed transverse loading

Beteiligte:

Yuan, Wei-bin (Autor:in) / Yu, Nan-ting (Autor:in) / Bao, Zhao-shui (Autor:in) / Wu, Li-ping (Autor:in)

Erschienen in:

International Journal of Steel Structures ; 16 ; 813-821

Erscheinungsdatum:

01.09.2016

Format / Umfang:

9 pages

ISSN:

2093-6311 , 1598-2351

DOI:

https://doi.org/10.1007/s13296-015-0120-2

Medientyp:

Aufsatz (Zeitschrift)

Format:

Elektronische Ressource

Sprache:

Englisch

Schlagwörter:

castellated , cellular , beam , bending , shear , deflection , strain energy Engineering , Civil Engineering , Structural Mechanics , Materials Science, general

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