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KŘÍSTEK, V.; ZICH, M.; BAŽANT, Z.; KOHOUTKOVÁ, A.
Original Title
Box girder bridge deflections
English Title
Type
Peer-reviewed article not indexed in WoS or Scopus
Original Abstract
Long-span prestressed concrete box girders typically exhibit deceptively small deflections, possibly even upwards. However, after about 3 to 10 years, deflections may begin to increase rapidly. To predict deflections correctly, a creep and shrinkage model that realistically describes the moisture diffusion process must be used to calculate the delay of shrinkage and drying creep of the thick bottom slab. The effects of this delay are discussed, and comparisons are made to measured deflections of actual structures.
English abstract
Keywords
box girder bridges; creep; drying; humidity effects; long-term deflections; prestressed concrete; serviceability; shrinkage.
Key words in English
Authors
Released
28.01.2006
Publisher
ACI Concrete Intenatiaonal
Location
US
ISBN
0162-4075
Periodical
Concrete International Jour
Volume
28
Number
01
State
United States of America
Pages from
55
Pages to
63
Pages count
9
BibTex
@article{BUT46718, author="Vladimír {Křístek} and Miloš {Zich} and Zdeněk P. {Bažant} and Alena {Kohoutková}", title="Box girder bridge deflections", journal="Concrete International Jour", year="2006", volume="28", number="01", pages="55--63", issn="0162-4075" }