Shear resistance of prestressed girders: Probabilistic design
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F16%3APU128254" target="_blank" >RIV/00216305:26110/16:PU128254 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1007/978-3-319-47886-9_25" target="_blank" >http://dx.doi.org/10.1007/978-3-319-47886-9_25</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1007/978-3-319-47886-9_25" target="_blank" >10.1007/978-3-319-47886-9_25</a>
Alternative languages
Result language
angličtina
Original language name
Shear resistance of prestressed girders: Probabilistic design
Original language description
The paper describes a complex approach to probabilistic design of precast structural members made form advanced cementitious composites. First, a series of material, small scale component tests have been conducted in collaboration between two laboratories. Based on these tests identification of fracture-mechanical parameters (and their statistics) for two concrete mixtures used for the production of precast structural members was performed. Subsequently, studies have been performed on (a) full scale pre-stressed concrete roof elements (b) ten scaled laboratory tested elements. Mentioned experiments served as basis for deterministic nonlinear modelling of precast members and subsequent probabilistic evaluation of structural response variability. Final results may be utilized as thresholds for loading of produced structural elements and they aim to present probabilistic design as less conservative compared to classic partial safety factor based design and alternative ECOV method.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
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
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2016
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
14th International Probabilistic Workshop
ISBN
978-3-319-47885-2
ISSN
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e-ISSN
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Number of pages
10
Pages from-to
365-375
Publisher name
Springer
Place of publication
Ghent, Belgium
Event location
Ghent
Event date
Dec 5, 2016
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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