Change search
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • 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
Computer-aided modelling and simulation of self-compacting concrete flow
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering.
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering.
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering.ORCID iD: 0000-0002-1526-9331
2007 (English)In: Proceedings pro054: Self-Compacting Concrete - SCC 2007 / [ed] G. De Schutter and V. Boel, RILEM Publications SARL , 2007, 455-460 p.Conference paper, Published paper (Refereed)
Abstract [en]

 The flow behaviour of SCC is currently being investigated as an ongoing PhD project. This paper presents a development of the Distinct Element Method using the commercial software PFC3D to model the flow of SCC. A good correspondence was obtained between laboratory test and numerical result for the slump flow test.

Place, publisher, year, edition, pages
RILEM Publications SARL , 2007. 455-460 p.
National Category
Other Materials Engineering
Identifiers
URN: urn:nbn:se:kth:diva-25201ISBN: 978-2-35158-047-9 (print)OAI: oai:DiVA.org:kth-25201DiVA: diva2:356438
Conference
5th International RILEM Symposium on Self-Compacting Concrete, SCC 2007, Ghent, Belgium, 3-5 September 2007
Note
QC 20101012Available from: 2010-10-12 Created: 2010-10-12 Last updated: 2010-10-12Bibliographically approved
In thesis
1. Numerical Modelling of Self-Compacting Concrete Flow: Discrete and Continuous Approach
Open this publication in new window or tab >>Numerical Modelling of Self-Compacting Concrete Flow: Discrete and Continuous Approach
2009 (English)Licentiate thesis, comprehensive summary (Other academic)
Abstract [en]

With the advent of Self-Compacting Concrete (SCC) that flows freely, under the soleinfluence of gravity, the wish for hassle-free and predictable castings even in complexcases, spurged the simulation of concrete flow as a means to model and predictconcrete workability. To achieve complete and reliable form filling with smoothsurfaces of the concrete, the reinforced formwork geometry must be compatible withthe rheology of the fresh SCC. Predicting flow behavior in the formwork and linkingthe required rheological parameters to flow tests performed on the site will ensurean optimization of the casting process.In this thesis, numerical simulation of concrete flow is investigated, using both discreteas well as continuous approaches.The discrete particle model here serves as a means to simulate details and phenomenaconcerning aggregates modeled as individual objects. The here presented cases aresimulated with spherical particles. However, it is possible to make use of nonsphericalparticles as well. Aggregate surface roughness, size and aspect ratio maybe modeles by particle friction, size and clumping several spheres into forming thedesired particle shape.The continuous approach has been used to simulate large volumes of concrete. Theconcrete is modeled as a homogeneous material, particular effects of aggregates,such as blocking or segregation are not accounted for. Good correspondence wasachieved with a Bingham material model used to simulate concrete laboratory tests(e.g. slump flow, L-box) and form filling. Flow of concrete in a particularly congestedsection of a double-tee slab as well as two lifts of a multi-layered full scale wall castingwere simulated sucessfully.A large scale quantitative analysis is performed rather smoothly with the continuousapproach. Smaller scale details and phenomena are better captured qualitativelywith the discrete particle approach. As computer speed and capacity constantlyevolves, simulation detail and sample volume will be allowed to increase.A future merging of the homogeneous fluid model with the particle approach to formparticles in the fluid will feature the flow of concrete as the physical suspension thatit represents. One single ellipsoidal particle falling in a Newtonian fluid was studiedas a first step.

Abstract [sv]

Med uppkomsten av självkompakterande betong (SKB) och dess möjligheter att flyta ut under inverkan av endast gravitation uppstod ett behov av att kunna förutsäga och kontrollera även mer komplicerade gjutningar. Numerisk simulering av SKBs flöde kan kommma att utgöra ett kraftfullt verktyg för att optimera gjutprocessen, ge möjlighet att förutsäga nödbvändig arbetbarhet och säkerställa kompatibilitet mellan den armerade formen och betongens reologi. I föreliggande avhandling undersöks betongens flöde med både diskreta och kontinuumbaserade simuleringsmetoder. Den diskreta partikelmodellen används för att simulera detaljer och fenomen hos t.ex. ballast i betong. I de här presenterade simuleringarna används sfäriska partiklar, men det är även möjligt att skapa ballastkorn av olika form. Ballastens ytråhet och storlek kan modelleras med parametrar för friktion och storlek medan sammanfogning av ett flertal partiklar kan ge ekvivalent form. Den kontinuumbaserade ansatsen används för att simulera större flödesmängder. Betongen modelleras som ett homogent material, eventuella effekter av ballastens inverkan, till exempel blockering eller separation, ingår ej. God överensstämmelse har uppnåtts med Binghams materialmodell som applicerats på några av SKBs provningsmetoder (bl a flytsättmått och L-låda) liksom även för större gjutningar. Formfyllnad av en hårt armerad sektion av ett STT-element, liksom två pumpade betongleveranser till en hög vägg, har framgångsrikt simulerats. En kvantitativ övergripande analys av betongflödet i formen kan göras med den kontinuumbaserade ansatsen för att upptäcka zoner med eventuella svårigheter. En högupplöst detaljstudie kompletterar sedan analysen på valda delar av och kring dessa zoner för att fånga partikelfenomen kvalitativt med hjälv av den diskreta modellen. Då datorkapaciteten ökar kommer även större volymer med högre detaljrikedom att kunna simuleras. En framtida modell simulerar med stor sannolikhet partiklar i flöde, vilket till fullo kan fånga betongens egenskaper som suspension. Som ett första steg på vägen har en fallande ellipsoid i en newtonsk vätska simulerats.

Place, publisher, year, edition, pages
Stockholm: US-AB, 2009. xii, 60 p.
Series
Trita-BKN. Bulletin, ISSN 1103-4270 ; 99
Keyword
SCC, rheology, Simulation of Flow, Simulering, Flöde, Självkompakterande Betong, Reologi
National Category
Other Materials Engineering
Identifiers
urn:nbn:se:kth:diva-10288 (URN)
Presentation
2009-05-04, L1, KTH, Stockholm, 13:15 (English)
Opponent
Supervisors
Available from: 2009-05-07 Created: 2009-05-04 Last updated: 2012-02-21Bibliographically approved

Open Access in DiVA

No full text

Authority records BETA

Silfwerbrand, Johan

Search in DiVA

By author/editor
Gram, AnnikaFarhang, AliSilfwerbrand, Johan
By organisation
Civil and Architectural Engineering
Other Materials Engineering

Search outside of DiVA

GoogleGoogle Scholar

isbn
urn-nbn

Altmetric score

isbn
urn-nbn
Total: 226 hits
CiteExportLink to record
Permanent link

Direct link
Cite
Citation style
  • apa
  • harvard1
  • 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