SwePub
Sök i LIBRIS databas

  Extended search

onr:"swepub:oai:DiVA.org:kth-15823"
 

Search: onr:"swepub:oai:DiVA.org:kth-15823" > 3D Crack propagatio...

  • 1 of 1
  • Previous record
  • Next record
  •    To hitlist

3D Crack propagation in unreinforced concrete. A two-step algorithm for tracking 3D crack paths

Gasser, T. Christian (author)
KTH,Hållfasthetslära (Inst.)
Holzapfel, Gerhard A. (author)
KTH,Biomekanik
KTH Hållfasthetslära (Inst(creator_code:org_t)
Elsevier BV, 2006
2006
English.
In: Computer Methods in Applied Mechanics and Engineering. - : Elsevier BV. - 0045-7825 .- 1879-2138. ; 195:37-40, s. 5198-5219
  • Journal article (peer-reviewed)
Abstract Subject headings
Close  
  • Tensile failure of unreinforced concrete involves progressive micro-cracking, and the related strain-softening can coalesce into geometrical discontinuities, which separate the material. Advanced mechanical theories and numerical schemes are required to efficiently and adequately represent crack propagation in 3D. In this paper we use the concept of strong discontinuities to model concrete failure. We introduce a cohesive fracture process zone, which is characterized by a transversely isotropic traction-separation law. We combine the cohesive crack concept with the partition of unity finite element method, where the finite element space is enhanced by the Heaviside function. The concept is implemented for tetrahedral elements and the failure initialization is based on the simple (non-local) Rankine criterion. For each element we assume the embedded discontinuity to be flat in the reference configuration, which leads to a non-smooth crack surfaces approximation in 3D, in general; different concepts for tracking non-planar cracks in 3D are reviewed. In addition, we propose a two-step algorithm for tracking the crack path, where a predictor step defines discontinuities according to the (non-local) failure criterion and a corrector step draws in non-local information of the existing discontinuities in order to predict a 'closed' 3D crack surface; implementation details are provided. The proposed framework is used to analyze the predictability of concrete failure by two benchmark examples, i.e. the Nooru-Moharned test, and the Brokenshire test. We compare our numerical results, which are mesh independent, with experimental data and numerical results adopted from the literature.

Keyword

3D crack propagation
unreinforced concrete
tracking algorithms PUFEM
finite-element method
strong discontinuity approach
damage-contact model
numerical-simulation
failure analysis
level sets
localization
fracture
plasticity
solids

Publication and Content Type

ref (subject category)
art (subject category)

Find in a library

To the university's database

  • 1 of 1
  • Previous record
  • Next record
  •    To hitlist

Find more in SwePub

By the author/editor
Gasser, T. Chris ...
Holzapfel, Gerha ...
Articles in the publication
Computer Methods ...
By the university
Royal Institute of Technology

Search outside 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 Close

Copy and save the link in order to return to this view