Locking Front Model for pull-out behaviour of PVA microfibre embedded in cementitious matrix. (October 2019)
- Record Type:
- Journal Article
- Title:
- Locking Front Model for pull-out behaviour of PVA microfibre embedded in cementitious matrix. (October 2019)
- Main Title:
- Locking Front Model for pull-out behaviour of PVA microfibre embedded in cementitious matrix
- Authors:
- Ranjbarian, Majid
Mechtcherine, Viktor
Zhang, Zhuoyang
Curosu, Iurie
Storm, Johannes
Kaliske, Michael - Abstract:
- Abstract: High-performance polymeric microfibres are widely used along with cementitious matrices to produce Strain-Hardening, Cement-based Composites (SHCCs); a specific class of Fibre-Reinforced Cementitious Composites (FRCCs), which show high ductility in the post-cracking stage. As in all composites, the performance of SHCC is determined by the properties of its constituents: fibre, matrix and the interface between them. Above all, the interface plays an important role in the crack-bridging behaviour of fibres. Interface properties are commonly investigated by means of single fibre pull-out tests. The article at hand proposes a physical explanation of the pull-out behaviour of PVA microfibre in the post-debonding stage. It is shown that a particular type of damage with characteristic geometry creates a "locking front" somewhere on the fibre's embedded length, which leads to a rise in force in the post-debonding regime. The evidence supporting the given explanation is provided by microscopic analysis of the embedded parts of the fibres. First, single-sided fibre pull-out tests are performed followed by the spalling of the matrix by a special technique and by micro-mechanical, numerical simulations of the pull-out experiment. The Locking Front Model suggests that the interaction between fibre and matrix is not uniform over the embedded length, but it is rather local. Thus, the locking front of fibre-matrix interaction could be much shorter than the embedded length,Abstract: High-performance polymeric microfibres are widely used along with cementitious matrices to produce Strain-Hardening, Cement-based Composites (SHCCs); a specific class of Fibre-Reinforced Cementitious Composites (FRCCs), which show high ductility in the post-cracking stage. As in all composites, the performance of SHCC is determined by the properties of its constituents: fibre, matrix and the interface between them. Above all, the interface plays an important role in the crack-bridging behaviour of fibres. Interface properties are commonly investigated by means of single fibre pull-out tests. The article at hand proposes a physical explanation of the pull-out behaviour of PVA microfibre in the post-debonding stage. It is shown that a particular type of damage with characteristic geometry creates a "locking front" somewhere on the fibre's embedded length, which leads to a rise in force in the post-debonding regime. The evidence supporting the given explanation is provided by microscopic analysis of the embedded parts of the fibres. First, single-sided fibre pull-out tests are performed followed by the spalling of the matrix by a special technique and by micro-mechanical, numerical simulations of the pull-out experiment. The Locking Front Model suggests that the interaction between fibre and matrix is not uniform over the embedded length, but it is rather local. Thus, the locking front of fibre-matrix interaction could be much shorter than the embedded length, indicating that the pull-out behaviour might be not proportionally dependent on embedded length for this type of microfibre. … (more)
- Is Part Of:
- Cement & concrete composites. Volume 103(2019)
- Journal:
- Cement & concrete composites
- Issue:
- Volume 103(2019)
- Issue Display:
- Volume 103, Issue 2019 (2019)
- Year:
- 2019
- Volume:
- 103
- Issue:
- 2019
- Issue Sort Value:
- 2019-0103-2019-0000
- Page Start:
- 318
- Page End:
- 330
- Publication Date:
- 2019-10
- Subjects:
- Cement-based composites -- Fibre reinforcement -- PVA microfibre -- Fibre pull-out behaviour -- SHCC -- ECC -- FRCC -- Modelling -- Finite element method
Composite-reinforced concrete -- Periodicals
Concrete -- Periodicals
Composite materials -- Periodicals
Composites de ciment -- Périodiques
Béton -- Périodiques
Composites -- Périodiques
Béton léger -- Périodiques
Cement composites
Composite materials
Composite-reinforced concrete
Concrete
Lightweight concrete
Periodicals
Electronic journals
620.135 - Journal URLs:
- http://www.sciencedirect.com/science/journal/09589465 ↗
http://www.elsevier.com/journals ↗ - DOI:
- 10.1016/j.cemconcomp.2019.04.031 ↗
- Languages:
- English
- ISSNs:
- 0958-9465
- Deposit Type:
- Legaldeposit
- View Content:
- Available online (eLD content is only available in our Reading Rooms) ↗
- Physical Locations:
- British Library DSC - 3098.986000
British Library DSC - BLDSS-3PM
British Library HMNTS - ELD Digital store - Ingest File:
- 11606.xml