Smyková únosnost železobetonových nosníků bez smykové výztuže
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU91738" target="_blank" >RIV/00216305:26110/10:PU91738 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
čeština
Original language name
Smyková únosnost železobetonových nosníků bez smykové výztuže
Original language description
Determination of shear capacity of reinforced concrete is still highly debated issue among the scientific community by structural engineers. The reason is the complicated mechanism of shear violation and its high variability. This article tries to compare the design process for determining the shear capacity of reinforced concrete beam without shear reinforcement obtained by calculation according to EC2, CSA, ACI with the results of nonlinear FEM calculation using nonlinear material models of concrete and full probabilistic calculation. The full probabilistic calculation is based on numerical simulations of MC type. Values of shear capacity by code are compared with results actually performed load tests in the experimental research work.
Czech name
Smyková únosnost železobetonových nosníků bez smykové výztuže
Czech description
Determination of shear capacity of reinforced concrete is still highly debated issue among the scientific community by structural engineers. The reason is the complicated mechanism of shear violation and its high variability. This article tries to compare the design process for determining the shear capacity of reinforced concrete beam without shear reinforcement obtained by calculation according to EC2, CSA, ACI with the results of nonlinear FEM calculation using nonlinear material models of concrete and full probabilistic calculation. The full probabilistic calculation is based on numerical simulations of MC type. Values of shear capacity by code are compared with results actually performed load tests in the experimental research work.
Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/GD103%2F09%2FH085" target="_blank" >GD103/09/H085: Modern composite structures</a><br>
Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2010
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Konštrukčné a fyzikálne aspekty stavebného inžinierstva
ISBN
978-80-89284-68-9
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
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Publisher name
Neuveden
Place of publication
Štrbské Pleso, Slovenská republika
Event location
Štrbské Pleso
Event date
Nov 24, 2010
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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