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Creep and shrinkage effects in service stresses of concrete cable-stayed bridges

Autor
Lozano-Galant, J.A.; Turmo, J.
Tipus d'activitat
Article en revista
Revista
Computers and concrete
Data de publicació
2014-04
Volum
13
Número
4
Pàgina inicial
483
Pàgina final
499
DOI
https://doi.org/10.12989/cac.2014.13.4.483 Obrir en finestra nova
Projecte finançador
Estudio experimental del coeficiente de rozamiento entre dovelas prefabricadas de hormigón para puentes con junta seca conjugada
Optimización del proceso de tesado de puentes atirantados construidos con tableros apeados
Repositori
http://hdl.handle.net/2117/27333 Obrir en finestra nova
URL
http://www.techno-press.org/content/?page=article&journal=cac&volume=13&num=4&ordernum=4 Obrir en finestra nova
Resum
Most of the methods presented in the literature to define the target service stresses (Objective Service Stage, OSS) of cable-stayed bridges rarely include the time-dependent phenomena effects. Nevertheless, especially in concrete structures, this assumption might be on the unsafe side because time-dependent phenomena usually modify service stresses. To fill this gap, this paper studies the time-dependent phenomena effects into service stresses of concrete cable-stayed bridges. After illustratin...
Citació
Lozano-Galant, J.A.; Turmo, J. Creep and shrinkage effects in service stresses of concrete cable-stayed bridges. "Computers and concrete", Abril 2014, vol. 13, núm. 4, p. 483-499.
Paraules clau
Cable-stayed Bridge, Concrete, Creep, Service Stresses, Shrinkage, Time-dependent Phenomena
Grup de recerca
EC - Enginyeria de la Construcció

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