On flow properties, fibre distribution, fibre orientation and flexural behaviour of FRC

Stähli, Patrick; Custer, Rocco; Mier, J.G.M. van

doi:10.1617/s11527-007-9229-x

Cited by 224 publications

(113 citation statements)

References 2 publications

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“…In general, experimental studies on fibre reinforced cementitious composites show a considerable variability in the behaviour and this is largely attributed to a poor control of the fibre distribution which results in uneven orientations of fibres in different specimens [11,46]. Significant effort has been directed towards engineering the mix and casting processes for such composites in order to obtain uniform distributions and orientations of fibres [50][51][52]. However, this statistical variation remains an important factor that should be taken into account when assessing modelling capabilities.…”

Section: Test Casementioning

confidence: 99%

A plastic-damage constitutive model for the finite element analysis of fibre reinforced concrete

Mihai

Jefferson

Lyons

2016

Engineering Fracture Mechanics

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A unique constitutive model for fibre reinforced concrete (FRC) is presented, which combines a number of mechanics-based sub models for the simulation of directional cracking, rough crack contact and the crack-bridging action of fibres. The model also contains a plasticity component to simulate compressive behaviour. The plasticity component employs a frictional hardening/softening function which considers the variation of compressive strength and strain at peak stress with fibre content. Numerical results from a range of single-point and finite element simulations of experimental tests show that the model captures the characteristic behaviour of conventional fibre reinforced concrete with good accuracy.

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Section: Test Casementioning

confidence: 99%

A plastic-damage constitutive model for the finite element analysis of fibre reinforced concrete

Mihai

Jefferson

Lyons

2016

Engineering Fracture Mechanics

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“…The method has also been used to study fibre and steel fibre reinforced concrete [16,42,50,51]. The X-ray micro-tomography (μCT) basically works on the same principle as conventional CT, except that in μCT the sample is rotated instead of the X-ray source and detector.…”

Section: X-ray Computed Tomographymentioning

confidence: 99%

DC-conductivity testing combined with photometry for measuring fibre orientations in SFRC

et al. 2013

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Dissertation for the Doctoral degree to be presented with due permissions of the School of Engineering, Aalto University and Tallinn University of Technology for public examination and debate in Auditorium R1 (Rakentajanaukio 4A) at the Aalto University (Espoo, Finland) on the 4th of April 2014 at 12 noon. Aalto University School of Engineering Tallinn University of TechnologyS up e r v i s i ng p r o f e s s o r P ro f e s s o r J ari P ut t o ne n, A al t o U ni v e rs i t y , F i nl and T h e s i s a d v i s o r D r. re r. nat . H e i k o H e rrmann, T al l i nn U ni v e rs i t y o f T e c h no l o g y , E s t o ni aP r e l i mi na r y e x a mi ne r s P ro f e s s o r H o l m A l t e nb ac h , F ac ul t y o f M e c h ani c al E ng i ne e ri ng , O t t ov o n G ue ri c k e -U ni v e rs i t ät M ag d e b urg , G e rmany P ro f e s s o r K e nne t h R une s s o n, D e p art me nt o f A p p l i e d M e c h ani c s , C h al me rs U ni v e rs i t y o f T e c h no l o g y , S w e d e n O p p o ne nt P ro f e s s o r K ari n L und g re n, D e p art me nt o f C i v i l and E nv i ro nme nt al E ng i ne e ri ng , C h al me rs U ni v e rs i t y o f T e c h no l o g y , S w e d e n A al t o U ni v e rs i t y p ub l i c at i o n s e ri e s D O C T O R A L D I S S E R T A T I O N S 2 8/ 2 0 1 4© M ari k a E i k I S BN 9 7 8-9 5 2 -6 0 -5 5 9 1 -6 I S BN 9 7 8-9 5 2 -6 0 -5 5 9 2 -3 ( p d f ) I S S N -L 1 7 9 9 -4 9 34 I S S N 1 7 9 9 -4 9 34 ( p ri nt e d ) I S S N 1 7 9 9 -4 9 4 2 ( p d f ) h t t p : / / urn. f i / U R N : I S BN : 9 7 8-9 5 2 -6 0 -5 5 9 2 -3 U ni g raf i a O y H e l s i nk i 2 0 1 4 F i nl and S up e r v i s i ng p r o f e s s o r P ro f e s s o r J ari P ut t o ne n, A al t o U ni v e rs i t y , F i nl andT h e s i s a d v i s o r D r. re r. nat . H e i k o H e rrmann, T al l i nn U ni v e rs i t y o f T e c h no l o g y , E s t o ni a P r e l i mi na r y e x a mi ne r s P ro f e s s o r H o l m A l t e nb ac h , F ac ul t y o f M e c h ani c al E ng i ne e ri ng , O t t ov o n G ue ri c k e -U ni v e rs i t ät M ag d e b urg , G e rmany P ro f e s s o r K e nne t h R une s s o n, D e p art me nt o f A p p l i e d M e c h ani c s , C h al me rs U ni v e rs i t y o f T e c h no l o g y , S w e d e n O p p o ne nt P ro f e s s o r K ari n L und g re n, D e p art me nt o f C i v i l and E nv i ro nme nt al E ng i ne e ri ng , C h al me rs U ni v e rs i t y o f T e c h no l o g y , S w e d e n A al t o U ni v e rs i t y p ub l i c at i o n s e ri e s D O C T O R A L D I S S E R T A T I O N S 2 8/ 2 0 1 4 © M ari k a E i k I S BN 9 7 8-9 5 2 -6 0 -5 5 9 1 -6 I S BN 9 7 8-9 5 2 -6 0 -5 5 9 2 -3 ( p d f ) I S S N -L 1 7 9 9 -4 9 34 I S S N 1 7 9 9 -4 9 34 ( p ri nt e d ) I S S N 1 7 9 9 -4 9 4 2 ( p d f ) h t t p : / / urn. f i / U R N : I S BN : 9 7 8-9 5 2 -6 0 -5 5 9 2 -3 U ni g raf i a O y H e l s i nk i 2 0 1 4 F i nl and S up e r v i s i ng p r o f e s s o r P ro f e s s o r J ari P ut t o ne n, A al t o U ni v e rs i t y , F i nl and © M ari k a E i k I S BN 9 7 8-9 5 2 -6 0 -5 5 9 1 -6 I S BN 9 7 8-...

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“…In the case of a channel flow, the fibres whose orientation is perpendicular to the flowing velocity will be disturbed by the confining effect of the side walls (Stähli et al, 2008). The 'wall effect' depends on the width of the flow channel.…”

Section: Numerical Results and Discussionmentioning

confidence: 99%

“…The influence of the fibre length on the fibre alignment is negligible, and after a certain distance there is no change in the fibre alignment. Stähli et al (2008) investigated the distribution and orientation of fibres by using a computed tomography (CT) scan. The flexural tests show that the mechanical behaviour depends on the fibre distribution and orientation.…”

Section: Notationmentioning

confidence: 99%

Numerical simulation of the distribution and orientation of steel fibres in the SCC

Bao

et al. 2017

Magazine of Concrete Research

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Currently, steel-fibre-reinforced self-compacting concrete (SFRSCC) is widely used in infrastructure construction. The distribution and orientation of the fibres could directly determine the mechanical properties and behaviours of the SFRSCC component. This paper presents a new numerical simulation that can be used to calculate the distribution and orientation of the fibres in the SCC during the casting procedure. The casting procedure of the SFRSCC is investigated by using the computational fluid dynamics software CFX, based on the finite-volume method. The motion of the fibres can be simplified into translation and rotation, and the Matlab program simulates the procedure. To verify the method's accuracy, a casting procedure for a SFRSCC beam was simulated and the fibres' density in three orthogonal planes was investigated. The calculation results show good agreement with the experimental results, and the method is effective in analysing the distribution and orientation of fibres in SCC. To further analyse the orientation of fibres, the angles between three axes and fibre projection in three different planes are discussed. The beam can be divided into six parts according to the variation of the angle between the X axis and the projection of fibres in the XY plane.

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On flow properties, fibre distribution, fibre orientation and flexural behaviour of FRC

Cited by 224 publications

References 2 publications

A plastic-damage constitutive model for the finite element analysis of fibre reinforced concrete

A plastic-damage constitutive model for the finite element analysis of fibre reinforced concrete

DC-conductivity testing combined with photometry for measuring fibre orientations in SFRC

Numerical simulation of the distribution and orientation of steel fibres in the SCC

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