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Folded plate action for concrete box girder bridges

 Folded plate action for concrete box girder bridges
Auteur(s): , , ,
Présenté pendant IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, publié dans , pp. 2050-2057
DOI: 10.2749/stockholm.2016.2058
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As already described in begin eighties in Structural Engineering Document 1 “Concrete Box-girder Bridges” [1] the Folded Plate Action of torsion stiff concrete box-girder bridges cannot be disregar...
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Détails bibliographiques

Auteur(s): (Royal HaskoningDHV, the Netherlands)
(Royal HaskoningDHV, the Netherlands)
(Royal HaskoningDHV, the Netherlands)
(Royal HaskoningDHV, the Netherlands)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Publié dans:
Page(s): 2050-2057 Nombre total de pages (du PDF): 8
Page(s): 2050-2057
Nombre total de pages (du PDF): 8
Année: 2016
DOI: 10.2749/stockholm.2016.2058
Abstrait:

As already described in begin eighties in Structural Engineering Document 1 “Concrete Box-girder Bridges” [1] the Folded Plate Action of torsion stiff concrete box-girder bridges cannot be disregarded. But nowadays many designs are made by 3D Finite Element Analysis using 2D plate/shell elements, although the number of loading cases described by the codes has increased and the computer programs have become black boxes.

Despite these Finite Element Analyses the theory of Folded Plate Action can still be useful. With the folded plate theory the governing loading situations can be determined and thus the number of loading situations in a 3D model can be reduced and the output of the 3D model can be checked. Also for the structural assessment of existing structures the theory can be very useful.