Use this URL to cite this publication: https://hdl.handle.net/20.500.14911/115282
Экспериментальное исследование способности стальных ФИБР обеспечить конструкционную целостность армированных бетонных образцов, покрытых 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
Fizinių, technologinių ir ekonominių procesų matematiniai modeliai ir metodai / Mathematical models and methods of physical, technological and economic processes (FM03)
Lithuanian Intelligent Specialization
Nauji gamybos procesai, medžiagos ir technologijos / New production processes, materials and technologies (L104)
Author(s)
| Author | Affiliation | |
|---|---|---|
Institute of Polymer Mechanics | ||
Arnautov, Aleksandr K | University of Latvia | |
Title [ru]
Экспериментальное исследование способности стальных ФИБР обеспечить конструкционную целостность армированных бетонных образцов, покрытых полимерными листами
В. Грибняк, А.К. Арнаутов, А. Норкус, В. Тамуленас, Е. Гудонис, А. Соколов
Title in other language [en]
Experimental investigation on capacity of steel fibres assuring structural integrity of reinforced concrete elements externally bonded with FRP sheets
Is part of
Механика композитных материалов
Published In
| Year | Start Page | End Page |
|---|---|---|
2016 | 563 | 576 |
Extent
p. 563-576
URI
| URI | Access Rights |
|---|---|
| https://hdl.handle.net/20.500.14911/115282 | |
| Santrauka | Žurnalo puslapis / Journal Website |
Cited references
14
Science / Art Area
Technologijos mokslai / Technological sciences (T)
Field of Science / Art
Statybos inžinerija / Civil engineering (T002)
Medžiagų inžinerija / Materials engineering (T008)
Abstract (en)
The current experimental study investigates influence of steel fibres on the composite effect for structural integrity of reinforced concrete elements strengthened with external carbon FRP sheets. The test data of four ties and eight beams reinforced with steel or glass FRP bars are presented. Experimental results indicated that the fibres, significantly increasing the cracking resistance, alter the failure character from splitting the concrete to the bond loss of the external sheets that noticeably increased the load-carrying capacity of the strengthened elements.
Resource Type (COAR)
TextJournalJournal articleResearch article
Language
Rusų / Russian (ru)
Country
Latvija / Latvia (LV)
Owning collection
ISSN (of the container)
0203-1272
eLABa ID
17004799