Long-Term Behavior of a Prestressed Concrete Bridge with Corrugated Steel Webs

Abstract Long-term performance is one of the less-studied cases of the prestressed concrete bridge with corrugated steel webs. In this study, the time-dependent behavior of a bridge of this type was investigated. To consider the effects of creep and shrinkage of concrete and relaxation of tendons, a...

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Veröffentlicht in:	Journal of bridge engineering 2022-01, Vol.27 (1)
Hauptverfasser:	Ebrahimi Motlagh, Hamid Reza, Rahai, Alireza
Format:	Artikel
Sprache:	eng
Schlagworte:	Building codes Cables Case Studies Case Study Concrete bridges Creep (materials) Finite element method Mathematical models Prestressed concrete Prestressing Reinforcing steels Solifluction Steel Steel structures Tendons Three dimensional analysis Three dimensional models Time dependence Webs (structural)
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