Torsion design example: Prestressed concrete girder bridge

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Resumen

The design of a cast-in-place, post-tensioned concrete, multi-cell box girder bridge under combined torsion, shear, and flexure is presented in this example. The bridge covers three spans of different lengths, supported by two abutments and two bents; its cross-section consists of three 12 ft (3.7 m) lanes, two 10 ft (3.0 m) shoulders, and two concrete barriers. The detailed procedure for the design based on ACI 318-14 is presented, and a comparison is done with the design results for: AASHTO LRFD 2017, EN 1992-1-1:2004, and MC-2010. With this example, the authors illustrate the differences between provisions of the aforementioned codes for design of torsional effects, outlining the different theories and approaches used for each of these.

Idioma originalInglés
Título de la publicación alojadaExamples for The Design of Reinforced and Prestressed Concrete Members Under Torsion
EditoresEva Lantsoght, Gary Greene, Abdeldjelil Belarbi
EditorialAmerican Concrete Institute
Páginas149-167
Número de páginas19
ISBN (versión digital)9781641951142
EstadoPublicada - 21 oct. 2020
EventoExamples for The Design of Reinforced and Prestressed Concrete Members Under Torsion at the ACI Virtual Concrete Convention 2020 - Virtual, Online
Duración: 25 oct. 202029 oct. 2020

Serie de la publicación

NombreAmerican Concrete Institute, ACI Special Publication
VolumenSP-344
ISSN (versión impresa)0193-2527

Conferencia

ConferenciaExamples for The Design of Reinforced and Prestressed Concrete Members Under Torsion at the ACI Virtual Concrete Convention 2020
CiudadVirtual, Online
Período25/10/2029/10/20

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