Numerical Simulation of Shear Cracks in the Thin-Wall Prestressed Concrete Element
Result description
This paper deals with the applied force during the test, which initiates the first crack in the thin-wall prestressed concrete element. The force from the experiment is compared with the results given by the assessment of shear cracks in the thin-wall prestressed concrete element according to the Eurocode (EC), and by the evaluating the achievement of the failure criterion recommended by CEB-FIB Model Code 2010 (MC). Further, the concrete failure criterion model that is implemented in the non-linear-analysis software ATENA Engineering 2D is used for the comparison of the test results.
Keywords
concreteprestressthin-walledshear crackfailure criteria of concretebiaxial stress state
The result's identifiers
Result code in IS VaVaI
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Numerical Simulation of Shear Cracks in the Thin-Wall Prestressed Concrete Element
Original language description
This paper deals with the applied force during the test, which initiates the first crack in the thin-wall prestressed concrete element. The force from the experiment is compared with the results given by the assessment of shear cracks in the thin-wall prestressed concrete element according to the Eurocode (EC), and by the evaluating the achievement of the failure criterion recommended by CEB-FIB Model Code 2010 (MC). Further, the concrete failure criterion model that is implemented in the non-linear-analysis software ATENA Engineering 2D is used for the comparison of the test results.
Czech name
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Czech description
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Classification
Type
O - Miscellaneous
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2015
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Basic information
Result type
O - Miscellaneous
CEP
JM - Structural engineering
Year of implementation
2015