• Türkçe
    • English
  • English 
    • Türkçe
    • English
  • Login
View Item 
  •   DSpace@Işık
  • 1- Fakülteler | Faculties
  • Mühendislik Fakültesi / Faculty of Engineering
  • İnşaat Mühendisliği Bölümü / Department of Civil Engineering
  • MF - Makale Koleksiyonu | İnşaat Mühendisliği Bölümü / Civil Engineering
  • View Item
  •   DSpace@Işık
  • 1- Fakülteler | Faculties
  • Mühendislik Fakültesi / Faculty of Engineering
  • İnşaat Mühendisliği Bölümü / Department of Civil Engineering
  • MF - Makale Koleksiyonu | İnşaat Mühendisliği Bölümü / Civil Engineering
  • View Item
JavaScript is disabled for your browser. Some features of this site may not work without it.

Determining pull-out deformations by means of an online photogrammetry monitoring system

Thumbnail

View/Open

Publisher's Version (999.0Kb)

Date

2015-03-02

Author

Avşar, Emin Özgür
Altan, Mehmet Orhan
Doğan, Ünal Anıl
Akça, Devrim

Metadata

Show full item record

Citation

Avşar, E. Ö., Altan, M. O., Doğan, Ü. A. & Akça, D. (2015). Determining pull-out deformations by means of an online photogrammetry monitoring system. International Journal of Environment and Geoinformatics, 2(1), 54-61. doi:10.30897/ijegeo.302758

Abstract

Chemical anchorages are applied in many engineering implementations, particularly strengthening of reinforced concrete structures. During strengthening procedure; chemical anchorages should be tested, since they supply to transfer the load between existing construction elements and newly added elements. Therefore; the study of the quality of chemical anchorages is an important issue in construction materials science. In this context; the most important experiment is to determine the pull-out loads of embedded anchorage reinforcement by applying axial loads. In this study; it is aimed to determine the displacements of steel reinforcements, embedded into concrete by using chemical anchorages, while applying axial pulling loads. In order to determine the displacements and load - deformation graphs; starting conditions and every 10 bar pressure applied conditions of the steel reinforcements were captured by the cameras. The obtained images were evaluated by using photogrammetric software. Based on the photogrammetric post-processing results, the load - deformation graphs were plotted and the loads at loss of adhesion were determined.

Source

International Journal of Environment and Geoinformatics

Volume

2

Issue

1

URI

https://hdl.handle.net/11729/5264
http://dx.doi.org/10.30897/ijegeo.302758

Collections

  • MF - Makale Koleksiyonu | İnşaat Mühendisliği Bölümü / Civil Engineering [40]



DSpace software copyright © 2002-2015  DuraSpace
Contact Us | Send Feedback
Theme by 
@mire NV
 

 




| Policy | Guide | Contact |

DSpace@Işık

by OpenAIRE
Advanced Search

sherpa/romeo

Browse

All of DSpaceCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsTypeLanguageDepartmentCategoryPublisherAccess TypeIşık AuthorCitationThis CollectionBy Issue DateAuthorsTitlesSubjectsTypeLanguageDepartmentCategoryPublisherAccess TypeIşık AuthorCitation

My Account

LoginRegister

Statistics

View Google Analytics Statistics

DSpace software copyright © 2002-2015  DuraSpace
Contact Us | Send Feedback
Theme by 
@mire NV
 

 


|| Policy || Guide || Library || Işık University || OAI-PMH ||

Işık University Library, Şile, İstanbul, Turkey
If you find any errors in content please report us

Creative Commons License
Işık University Institutional Repository is licensed under a Creative Commons Attribution-NonCommercial-NoDerivs 4.0 Unported License..

DSpace@Işık:


DSpace 6.2

tarafından İdeal DSpace hizmetleri çerçevesinde özelleştirilerek kurulmuştur.