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master's thesis
Utjecaj oštećenja betona od korozije armature na otpornost čupanja: usporedba prirodne i ubrzane korozije
diplomski rad
Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2018. urn:nbn:hr:123:976096
Brajković, Ante
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Concrete Structures and Bridges

Institutional repository: FCEAG Repository

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Brajković, A. (2018). Utjecaj oštećenja betona od korozije armature na otpornost čupanja: usporedba prirodne i ubrzane korozije : diplomski rad (Master's thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:976096

Brajković, Ante. "Utjecaj oštećenja betona od korozije armature na otpornost čupanja: usporedba prirodne i ubrzane korozije : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2018. https://urn.nsk.hr/urn:nbn:hr:123:976096

Brajković, Ante. "Utjecaj oštećenja betona od korozije armature na otpornost čupanja: usporedba prirodne i ubrzane korozije : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2018. https://urn.nsk.hr/urn:nbn:hr:123:976096

Brajković, A. (2018). 'Utjecaj oštećenja betona od korozije armature na otpornost čupanja: usporedba prirodne i ubrzane korozije : diplomski rad', Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 30 June 2024, https://urn.nsk.hr/urn:nbn:hr:123:976096

Brajković A. Utjecaj oštećenja betona od korozije armature na otpornost čupanja: usporedba prirodne i ubrzane korozije : diplomski rad [Master's thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2018 [cited 2024 June 30] Available at: https://urn.nsk.hr/urn:nbn:hr:123:976096

A. Brajković, "Utjecaj oštećenja betona od korozije armature na otpornost čupanja: usporedba prirodne i ubrzane korozije : diplomski rad", Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:123:976096

Metadata
TitleUtjecaj oštećenja betona od korozije armature na otpornost čupanja: usporedba prirodne i ubrzane korozije : diplomski rad
Title (english)The Influence of the Corrosion Induced Damage on the Pull-Out Capacity of Reinforcement : Natural vs. Accelerated Corrosion : Master's Thesis
AuthorAnte Brajković
MentorNikola Grgić (mentor)
MentorJoško Ožbolt (komentor)
MBZ: 89560
Committee memberNikola Grgić (predsjednik povjerenstva)
Committee memberAlen Harapin (član povjerenstva)
Committee memberMarija Smilović Zulim (član povjerenstva)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Concrete Structures and Bridges)
Split
Defense date and country2018-09-21, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Tema diplomskog rada bila je istražiti utjecaj oštećenja izazvanih od prirodne ili ubrzane korozije na kapacitet pokusa izvlačenja armature iz uzorka. Armiranobetonska greda se prvo izlaže utjecaju korozije te je nakon toga na njoj izvršen pull-out test. U radu je korišten nedavno razvijeni trodimenzionalni kemo-higro-termo-mehanički model za beton. Model uzima u obzir interakciju između nemehaničkih procesa i mehaničkih svojstava betona. Napravljeno je više modela armiranobetonske grede te su prikazani proračuni i rezultati za različito vremensko trajanje korozije. U radu su prikazane usporedbe prirodne i ubrzane korozije s naglaskom na oštećenja armiranobetonske grede i pad kapaciteta pull-out testa.
Abstract (english)
The assignment of this master thesis was to investigate the influence of the corrosion induced damage on the pull-out capacity of reinforcement. Reinforced concrete beam has been exposed to corrosion and after that to pull-out test. In the present paper, a recently developed coupled three-dimensional chemo-hygro-thermo-mechanical model for concrete is discussed. The model takes into account interaction between non-mechanical processes and mechanical properties of concrete. A certain number of different models of reinforced concrete beams were made. Calculations and results for different corrosion durations are presented and compared for natural and accelerated corrosion with emphasis on damage of reinforced concrete beam and degradation of pull-out capacity.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:976096
Study programmeTitle: Civil Engineering
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsOpen access
Embargo expiration date: 2019-09-21
Terms of useLicence In copyright icon
Public notePredmet: Betonske konstrukcije
Created on2018-11-09 08:34:06