Stochastic analysis of precast structural members failing in shear
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU140043" target="_blank" >RIV/00216305:26110/18:PU140043 - isvavai.cz</a>
Result on the web
<a href="https://www.fib-international.org/publications/fib-proceedings/proceedings-of-the-12th-i-fib-i-international-phd-symposium-in-civil-engineering-pdf-detail.html" target="_blank" >https://www.fib-international.org/publications/fib-proceedings/proceedings-of-the-12th-i-fib-i-international-phd-symposium-in-civil-engineering-pdf-detail.html</a>
DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Stochastic analysis of precast structural members failing in shear
Original language description
Shear performance of reinforced and prestressed concrete beams have been extensively studied over the last decades, but there is still a lack of clarity e.g. with respect to the effects of normal-shear force interaction and the material properties on the shear performance. Therefore, it was of high interest to shed more light on the normal-shear force interaction of wide-span prestressed reinforced concrete lightweight roof elements by means of innovative probabilistic numerical analyses and experimental testing. Extensive experimental studies on small specimens and scaled and full scale beams have been performed in order to comply the required information for complex material laws as they are implemented in advanced probabilistic nonlinear numerical analyses. The aim was to assess the variability of shear response. First whole procedure leading to final stochastic analysis is presented on the benchmark of scaled beam T30/150 V2, subsequently the results for final full-scale model of real size LDE7 TT precast roof girder were presented. It has been shown that developed procedure can be routinely used for modelling of other precast product.
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
20101 - Civil engineering
Result continuities
Project
<a href="/en/project/GA17-02862S" target="_blank" >GA17-02862S: Probabilistic modelling and optimization of shear strength of concrete beams (PROMOSS)</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of the 12th fib International PhD Symposium in Civil Engineering
ISBN
978-80-01-06401-6
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
689-696
Publisher name
Neuveden
Place of publication
Praha
Event location
Prague
Event date
Aug 29, 2018
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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