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Adjustable prestressing for construction stages of incrementally launched bridges

2014

Incrementally launched bridges, which are generally built with the static scheme of a continuous beam on supports, change their scheme several times during launching. In these different configurations, internal forces vary and bending moments of opposite signs occur in the same sections for different positions of deck during advancement. In these bridges, two different kinds of prestressing are necessary: a temporary one during launching and a definitive one in service life. In this study, the possibility of implementing automatic adjustable prestressing for the launching stages is investigated; the launch prestressing is partially supplied by a system which can change the tension value in …

EngineeringEnvironmental EngineeringTension (physics)business.industryLaunchedStructural engineeringContinuous beamDeckconcrete deckSettore ICAR/09 - Tecnica Delle CostruzioniService lifeBending momentprestressingbridgebusinessInternal forcesCivil and Structural Engineeringincremental launching
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