Use this url to cite publication: https://hdl.handle.net/20.500.14911/147229
Aнализ деформаций железобетонных растягиваемых элементов, внешне усиленных дисперсионно-армированными полимерными листами
Publication Type (CRIS)
Straipsnis kitame recenzuojamame leidinyje / Article in other peer-reviewed edition (S5)
Publication Type (eLABa)
Straipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed publication (S4)
VILNIUS TECH Research Priorities and Topics
Pažangios statybinės medžiagos, statinių konstrukcijos ir technologijos / Innovative building materials, structures and techniques (SD03)
Lithuanian Intelligent Specialization
Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies (L104)
Author(s)
| Author | Affiliation | |
|---|---|---|
Institute of Polymer Mechanics, University of Latvia, Riga, Latvia | ||
Arnautov, Aleksandr K. | Institute of Polymer Mechanics, University of Latvia, Riga, Latvia | |
Title [ru]
Aнализ деформаций железобетонных растягиваемых элементов, внешне усиленных дисперсионно-армированными полимерными листами
Viktor Gribniak, Aleksandr K. Arnautov, Gintaris Kaklauskas, Rūta Jakštaitė, Vytautas Tamulėnas, Eugenijus Gudonis
Title in other language [en]
Deformation analysis of RC ties externally strengthened with FRP sheets
Is part of
Механика композитных материалов
Published In
| Year | Start Page | End Page |
|---|---|---|
2014 | 933 | 942 |
Publisher
Pига : Инcтитут меxаники полимеpов
Extent
p. 933-942
URI
| URI | Access Rights |
|---|---|
| https://hdl.handle.net/20.500.14911/147229 | |
| http://www.pmi.lv/html/RuJournalAbout.html | Žurnalo puslapis / Journal Website |
Cited references
11
Science / Art Area
Technologijos mokslai / Technological sciences (T)
Field of Science / Art
Statybos inžinerija / Civil engineering (T002)
Abstract (en)
The current study has two objectives: to validate the ability of the finite element (FE) software Atena to estimate the deformations of RC elements strengthened with fiber-reinforced polymer sheets and to assess the effect of FRP-to-concrete bond strength on the results of numerical simulation. It is shown that the bond strength has to be selected according to the overall stiffness of the composite element. The numerical results found are corroborated experimentally by tensile tests of RC elements strengthened with basalt FRP sheets.
Resource Type (COAR)
TextJournalJournal articleResearch article
Language
Rusų / Russian (ru)
Country
Latvija / Latvia (LV)
Owning collection
ISSN (of the container)
0203-1272
eLABa ID
4101565