Long-term deformation of balanced cantilever bridges due to non-uniform creep and shrinkage

Long-term deformation of balanced cantilever bridges due to non-uniform creep and shrinkage

Balanced cantilever bridges have historically experienced excessive deformations. Previous researchsuggeststhat the cause may be due to differential thickness in the box girder cross-section and underestimation of creep and shrinkage.In this project, the long-term deformationof balanced cantilever b...

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Bibliographic Details
Main Authors: Akbar, Sidra, Carlie, Mathias
Format: Others
Language:English
Published: KTH, Betongbyggnad 2021
Subjects:
Balanced cantilever bridges
box girder cross-section
concrete
non-uniform creep and shrinkage
Bažant’s B4 model
Eurocode 2
long-term deformations
finite element analysis
Freivorbau broar
lådtvärsnitt
betong
ojämnkrypningoch krympning
BažantsB4 modell
Eurokod 2
långtidsdeformationer
finita element analys
Other Civil Engineering
Annan samhällsbyggnadsteknik
Online Access:http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-300449

Internet

http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-300449

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