Probabilistic load bearing capacity assessment of post-tensioned composite bridge

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F13%3APU107858" target="_blank" >RIV/00216305:26110/13:PU107858 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Probabilistic load bearing capacity assessment of post-tensioned composite bridge
Original language description
With respect to the current state of existing bridges an importance of load bearing capacity and reliability evaluation is growing up. As a case study an existing single-span road bridge made of post-tensioned concrete MPD4 girders was used. The paper deals with determination of load-bearing capacity which is performed using nonlinear FEM computational model and regarding the random properties of load and material parameters the fully probabilistic approach is used. Owing to the type of the bridge, thevalues of individual load bearing capacities are assessed with respect to the ultimate limit state, as well as the serviceability limit states.
Czech name
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Czech description
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Project
<a href="/en/project/GA13-03662S" target="_blank" >GA13-03662S: Fracture-mechanical parameters of quasibrittle materials in simulation of structural response (FRAPA)</a><br>
Continuities
S - Specificky vyzkum na vysokych skolach

Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Poceedings of 11th International Probabilistic Workshop
ISBN
978-80-214-4800-1
ISSN
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e-ISSN
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Number of pages
10
Pages from-to
451-460
Publisher name
Neuveden
Place of publication
Brno, Česká republika
Event location
Brno
Event date
Nov 6, 2013
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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