Numerical modeling of the flow of self-consolidating engineered cementitious composite (ECC) using smoothed particle hydrodynamics

Thanh, HT; Li, J; Zhang, YX

Numerical modeling of the flow of self-consolidating engineered cementitious composite (ECC) using smoothed particle hydrodynamics

Thanh, HT Li, J

Zhang, YX

Permalink

Publisher:: Elsevier
Publication Type:: Chapter
Citation:: Advances in Engineered Cementitious Composite: Materials, Structures, and Numerical Modeling, 2022, pp. 321-336
Issue Date:: 2022-01-01

Closed Access

	Filename	Description	Size
	4_2_2021_Hai T.T. Manuscript_bookchapter.pdf		1.88 MB	Adobe PDF	View/Open

Copyright Clearance Process

Recently Added
In Progress
Closed Access

This item is closed access and not available.

Full metadata record

Field	Value	Language
dc.contributor.author	Thanh, HT
dc.contributor.author	Li, J https://orcid.org/0000-0002-2526-3048
dc.contributor.author	Zhang, YX
dc.date.accessioned	2023-01-12T02:27:51Z
dc.date.available	2023-01-12T02:27:51Z
dc.date.issued	2022-01-01
dc.identifier.citation	Advances in Engineered Cementitious Composite: Materials, Structures, and Numerical Modeling, 2022, pp. 321-336
dc.identifier.isbn	9780323851688
dc.identifier.uri	http://hdl.handle.net/10453/164877
dc.description.abstract	This chapter presents a developed model for numerically simulating the flow of self-consolidating engineered cementitious composite (SC-ECC). In this model, the SC-ECC flow was discretized by mortar and interconnecting fiber particles and treated as a non-Newtonian viscous fluid. A mesh-free smoothed particle hydrodynamics (SPH) was used to solve the Lagrangian form of the Navier-Stokes constitutive equations of the SC-ECC flow. Then three standard tests for fresh SC-ECC flow in both 2D and 3D simulation, including the slump flow test, V-funnel, and U-box tests, were modeled to validate the proposed model. The obtained results from these tests were in agreement with the experimental data, thus providing insights into the flow behavior of SC-ECC. Moreover, the orientation and distribution of flexible synthetic fibers could be observed and monitored during their flow.
dc.language	en
dc.publisher	Elsevier
dc.relation.ispartof	Advances in Engineered Cementitious Composite: Materials, Structures, and Numerical Modeling
dc.relation.isbasedon	10.1016/B978-0-323-85149-7.00015-X
dc.rights	info:eu-repo/semantics/closedAccess
dc.title	Numerical modeling of the flow of self-consolidating engineered cementitious composite (ECC) using smoothed particle hydrodynamics
dc.type	Chapter
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
utslib.copyright.status	closed_access	*
dc.date.updated	2023-01-12T02:27:49Z
pubs.publication-status	Published

Abstract:

This chapter presents a developed model for numerically simulating the flow of self-consolidating engineered cementitious composite (SC-ECC). In this model, the SC-ECC flow was discretized by mortar and interconnecting fiber particles and treated as a non-Newtonian viscous fluid. A mesh-free smoothed particle hydrodynamics (SPH) was used to solve the Lagrangian form of the Navier-Stokes constitutive equations of the SC-ECC flow. Then three standard tests for fresh SC-ECC flow in both 2D and 3D simulation, including the slump flow test, V-funnel, and U-box tests, were modeled to validate the proposed model. The obtained results from these tests were in agreement with the experimental data, thus providing insights into the flow behavior of SC-ECC. Moreover, the orientation and distribution of flexible synthetic fibers could be observed and monitored during their flow.

Please use this identifier to cite or link to this item:

http://hdl.handle.net/10453/164877