SwePub
Sök i LIBRIS databas

  Utökad sökning

WFRF:(Zandi Kamyab 1981)
 

Sökning: WFRF:(Zandi Kamyab 1981) > Incorporation of pr...

  • Blomfors, Mattias,1990Chalmers tekniska högskola,Chalmers University of Technology (författare)

Incorporation of pre-existing longitudinal cracks in finite element analyses of corroded reinforced concrete beams failing in anchorage

  • Artikel/kapitelEngelska2020

Förlag, utgivningsår, omfång ...

  • 2020-07-08
  • Informa UK Limited,2020
  • electronicrdacarrier

Nummerbeteckningar

  • LIBRIS-ID:oai:research.chalmers.se:37f1c057-e7d9-4a67-bef0-39ea4ded7341
  • https://research.chalmers.se/publication/518068URI
  • https://research.chalmers.se/publication/518216URI
  • https://doi.org/10.1080/15732479.2020.1782444DOI

Kompletterande språkuppgifter

  • Språk:engelska
  • Sammanfattning på:engelska

Ingår i deldatabas

Klassifikation

  • Ämneskategori:art swepub-publicationtype
  • Ämneskategori:ref swepub-contenttype

Anmärkningar

  • Transportation infrastructure is of fundamental importance and must be regularly assessed to ensure its safety and serviceability. The assessment of ageing reinforced concrete bridge stock may need to consider corrosion and cracks, as the likelihood of deterioration increases with age. This work accordingly investigates the incorporation of pre-existing anchorage zone corrosion cracks into the finite element modelling of reinforced concrete beam structural behaviour. Three methods of accounting for cracks were applied: (1) modifying the bond stress–slip relation, (2) weakening elements at the position of the crack, and (3) weakened discrete crack elements. The results show that modifying the bond stress–slip relation results in accurate predictions of the ultimate capacity when one-dimensional reinforcement bars are used in the model. Weakening elements at the position of the crack provides reasonable results when the anchorage is modelled with three-dimensional reinforcement bars and a frictional bond model. The implementation of discrete cracks was found to be unsuitable for the studied load situation, as compressive stresses formed perpendicular to the crack. It was concluded that the capacity of the studied case could be well estimated based on visual measurements, without knowledge of the exact corrosion level.

Ämnesord och genrebeteckningar

Biuppslag (personer, institutioner, konferenser, titlar ...)

  • Lundgren, Karin,1968Chalmers tekniska högskola,Chalmers University of Technology(Swepub:cth)coskl (författare)
  • Zandi, Kamyab,1981Chalmers tekniska högskola,Chalmers University of Technology(Swepub:cth)kamyab (författare)
  • Chalmers tekniska högskola (creator_code:org_t)

Sammanhörande titlar

  • Ingår i:Structure and Infrastructure Engineering: Informa UK LimitedIn press, s. 1-171573-24791744-8980

Internetlänk

Hitta via bibliotek

Till lärosätets databas

Sök utanför SwePub

Kungliga biblioteket hanterar dina personuppgifter i enlighet med EU:s dataskyddsförordning (2018), GDPR. Läs mer om hur det funkar här.
Så här hanterar KB dina uppgifter vid användning av denna tjänst.

 
pil uppåt Stäng

Kopiera och spara länken för att återkomma till aktuell vy