Change search
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf
Experimental tests on RC walls with openings strengthened by FRP
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0001-9423-7436
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-8682-876X
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-5154-7044
Show others and affiliations
2015 (English)In: The 12th International Symposium on Fiber Reinforced Polymers for Reinforced Concrete Structures (FRPRCS-12) & The 5th Asia-Pacific Conference on Fiber Reinforced Polymers in Structures (APFIS-2015) / [ed] Zhishen Wu; Gang Wu; Xin Wang, Nanjing, China: Southeast University , 2015Conference paper, Published paper (Refereed)
Abstract [en]

Functional modifications of the old structures are common because existing structures must often be adapted to comply with current living standards. Such modifications may include the addition of new windows or doors and paths for ventilation and heating systems, all of which require openings to be cut into structural walls. The purpose of this experimental program is to investigate the behaviour of two-way RC walls with openings and strengthened by FRP. Nine half scale RC walls with two opening configurations, i.e. small and large door opening, were subjected to a uniformly distributed axial load with a small eccentricity. The paper presents the results of the experimental programme such as the ultimate capacity and deflection profiles. Moreover, the influence of the opening and the strengthening contribution to the overall capacity was also assessed and presented in this paper.

Place, publisher, year, edition, pages
Nanjing, China: Southeast University , 2015.
National Category
Infrastructure Engineering
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-29659Local ID: 3350b5b2-c682-444f-b4fa-67f57e70f799OAI: oai:DiVA.org:ltu-29659DiVA: diva2:1002883
Conference
International Symposium on Fiber Reinforced Polymers for Reinforced Concrete Structures : 5th Asia-Pacific Conferenceon Fiber Reinforced Polymers in Structures (APFIS-2015) 14/12/2015 - 16/12/2015
Note
Godkänd; 2015; 20150921 (cospop)Available from: 2016-09-30 Created: 2016-09-30 Last updated: 2017-10-20Bibliographically approved

Open Access in DiVA

fulltext(1076 kB)166 downloads
File information
File name FULLTEXT01.pdfFile size 1076 kBChecksum SHA-512
f8dae19d99793edaf83c404efa2710ed169242d93aec283d30cc942af322a99dd1c0631e4b86191315b980a8f840d1bb957d863d17587aa11f5ff7ed524a2287
Type fulltextMimetype application/pdf

Search in DiVA

By author/editor
Popescu, CosminSas, GabrielSabau, CristianBlanksvärd, ThomasTäljsten, Björn
By organisation
Structural and Construction Engineering
Infrastructure Engineering

Search outside of DiVA

GoogleGoogle Scholar
Total: 166 downloads
The number of downloads is the sum of all downloads of full texts. It may include eg previous versions that are now no longer available

Total: 252 hits
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf