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CLC number: TU528

On-line Access: 2011-05-09

Received: 2010-05-11

Revision Accepted: 2010-10-28

Crosschecked: 2010-12-10

Cited: 15

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Journal of Zhejiang University SCIENCE A 2011 Vol.12 No.5 P.335-344


Discrete element modelling approach to assessment of granular properties in concrete

Author(s):  Piet Stroeven, Huan He, Martijn Stroeven

Affiliation(s):  Faculty of Civil Engineering and Geosciences, Delft University of Technology, Stevinweg 1, 2628 CN Delft, the Netherlands; more

Corresponding email(s):   H.He@live.com

Key Words:  Cementitious materials, Granular properties, Concurrent algorithm, Discrete element modelling (DEM), Shape, Particles

Piet Stroeven, Huan He, Martijn Stroeven. Discrete element modelling approach to assessment of granular properties in concrete[J]. Journal of Zhejiang University Science A, 2011, 12(5): 335-344.

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author="Piet Stroeven, Huan He, Martijn Stroeven",
journal="Journal of Zhejiang University Science A",
publisher="Zhejiang University Press & Springer",

%0 Journal Article
%T Discrete element modelling approach to assessment of granular properties in concrete
%A Piet Stroeven
%A Huan He
%A Martijn Stroeven
%J Journal of Zhejiang University SCIENCE A
%V 12
%N 5
%P 335-344
%@ 1673-565X
%D 2011
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1000223

T1 - Discrete element modelling approach to assessment of granular properties in concrete
A1 - Piet Stroeven
A1 - Huan He
A1 - Martijn Stroeven
J0 - Journal of Zhejiang University Science A
VL - 12
IS - 5
SP - 335
EP - 344
%@ 1673-565X
Y1 - 2011
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A1000223

This paper presents the technological relevance of a concurrent algorithm-based discrete element modelling (DEM) system, HADES. This new system is the successor of SPACE that is limited to spherical grains only. It can realistically simulate the packing of arbitrary-shaped particles up to the fully compacted state. Generation of families of such particles, i.e., generally representing aggregate of fluvial origin and crushed rock, respectively, and the forming way of particulate structure are described. Similarly shaped particles are proposed for simulation of cement paste because of conformity with experimental results obtained by the X-ray tomography method. Technologically relevant territories inside and outside concrete technology are presently explored in this efficient, reliable, and economic way. Some results obtained by this DEM approach are presented.

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article


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