Fatigue of Reinforced Concrete Bridges with Influence of Deterioration of Concrete

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F08%3A00157310" target="_blank" >RIV/68407700:21110/08:00157310 - isvavai.cz</a>
Result on the web
—
DOI - Digital Object Identifier
—

Result language
angličtina
Original language name
Fatigue of Reinforced Concrete Bridges with Influence of Deterioration of Concrete
Original language description
Fatigue is a process of permanent progressive changes in the structure of a material exposed to cyclic loading. High stress ranges in these structures can cause crack propagation, consequently reduce stiffness and can lead to fatigue failure. Also, exposing the material to aggressive environment can result in material deterioration, which accelerates the decrease of fatigue performance of the construction. The prediction of deflections, and thus serviceability, of concrete bridges subjected to cyclic loading can be calculated by using a fatigue damage function. This function expresses reduced structural stiffness by decreasing of the modulus of elasticity depending on the number of load cycles. In this paper, an application of this function is shown inan illustrative example of a small concrete bridge.
Czech name
—
Czech description
—

Publication year
2008
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Microstructure Related Durability of Cementitious Composites
ISBN
978-2-35158-065-3
ISSN
—
e-ISSN
—
Number of pages
8
Pages from-to
—
Publisher name
Rilem Publications s.a.r.l.
Place of publication
Bagneux
Event location
Nanjing
Event date
Oct 13, 2008
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000262079600088

Similar results(10)