Assessment of lightweight concrete-to-concrete interface shear resistance

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F17%3APU126267" target="_blank" >RIV/00216305:26110/17:PU126267 - isvavai.cz</a>
Result on the web
<a href="https://www.researchgate.net/publication/322168214_High_Tech_Concrete_Where_Technology_and_Engineering_Meet_Proceedings_of_the_2017_fib_Symposium_held_in_Maastricht_The_Netherlands_June_12-14_2017" target="_blank" >https://www.researchgate.net/publication/322168214_High_Tech_Concrete_Where_Technology_and_Engineering_Meet_Proceedings_of_the_2017_fib_Symposium_held_in_Maastricht_The_Netherlands_June_12-14_2017</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1007/978-3-319-59471-2_121" target="_blank" >10.1007/978-3-319-59471-2_121</a>

Result language
angličtina
Original language name
Assessment of lightweight concrete-to-concrete interface shear resistance
Original language description
Different test setups were developed and standardized for the assessment of concrete-to-concrete interface shear resistance. One of the most frequently used is slant shear test, because of its simplicity, sensitivity to the surface roughness and the fact, that the effects of friction can be obtained. Even with some modifications, monolithic failures were obtained, in cases of higher surface roughness and when lightweight concrete was used. Therefore, different test setup, referred to as confined slant shear test, was developed and will be described in this paper. Experimental verification was performed, in order to access usability of proposed method. Furthermore, numerical simulations of the experiment were performed, taking into account the effect of the confinement and different concrete grades. Obtained results will be presented, together with comparison between different slant shear test setups. Finally, main advantages and disadvantages of developed test setup will be listed, together with recommended areas of application.
Czech name
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Czech description
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Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2017
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
High Tech Concrete: Where Technology and Engineering Meet Proceedings of the 2017 fib Symposium, held in Maastricht, The Netherlands, June 12–14, 2017
ISBN
978-3-319-59470-5
ISSN
—
e-ISSN
—
Number of pages
7
Pages from-to
1041-1048
Publisher name
Springer International Publishing AG 2018
Place of publication
Maastricht, Netherlands
Event location
Maastricht
Event date
Jun 12, 2017
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
000550253300122

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