Bending Strength of Mortars Containning Crushed Brick Particles

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00210054" target="_blank" >RIV/68407700:21110/13:00210054 - 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
Bending Strength of Mortars Containning Crushed Brick Particles
Original language description
Crushed bricks were added into lime-based mortars since the ancient times. These mortars proved to be durable and resistant to earthquake loading. The compliance of the crushed brick particles results in a reduction of stress concentrations around aggregates during mechanical loading and shrinkage cracking. The damage development during the three-point bending was investigated using a 2D plane-stress nonlinear finite element analysis utilizing isotropic damage model. The results were compared to the experimentally obtained data and the study revealed that the numerical model is able to capture trends observed during the experimental testing. Both, numerical and experimental, analyses indicate that the addition of crushed brick makes the mortars more compliant and does not contribute to a strength reduction.
Czech name
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Czech description
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Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Proceedings of the 51st Conference on Experimental Stress Analysis
ISBN
978-80-7414-579-7
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
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Publisher name
FVTM,UJEP
Place of publication
Ústí nad Labem
Event location
Litoměřice
Event date
Jun 11, 2013
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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