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Fillers to improve passing ability of concrete

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TLDR
In this article, fly ash and silica fume (cementitious fillers) and limestone (inert filler) were selected to replace cement partially and subsequently the passing ability of concrete was studied.
Abstract
Concrete possessing high-passing ability needs to be flowable and cohesive. Hence, passing ability cannot be improved by solely adding superplasticizer, which increases both flowability and segregation of concrete simultaneously. Decreasing the maximum size of aggregates so that concrete segregates at lower cohesiveness is a possible but undesirable way as it narrows the aggregates' grading and decrease dimensional stability of concrete. With the same maximum size of aggregates, passing ability can be improved by raising the concurrent flowability-segregation envelope of concrete. In this paper, fly ash and silica fume (cementitious fillers) and limestone (inert filler) were selected to replace cement partially and subsequently the passing ability of concrete was studied. From the results, it was evident that when either type of fillers were used, the passing ability and maximum limits of flowability and segregation achieved simultaneously increase. It is because these fillers are finer than cement that provides better filling effect to increase packing density and excess water leading to better flowability. Concurrently, the cohesiveness of concrete also increases as the content of fine particles increases. These allow concrete to hold the coarse aggregates more firmly when passing through narrow gaps, after which the concrete will keep flowing rapidly.

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Journal ArticleDOI

A stress-path dependent stress-strain model for FRP-confined concrete

TL;DR: In this article, a stress-strain model was developed to better understand and simulate the behaviour of FRP-confined concrete, which consists of the following three main components: (1) a hoop strain equation elaborated from the authors' previous study on steel-constrained concrete columns for application to FRP confined concrete; (2) a modified confined concrete model considering stresspath of confining stress (or history of hoop strain); (3) Interaction between FRP and concrete.
Journal ArticleDOI

A path dependent stress-strain model for concrete-filled-steel-tube column

TL;DR: In this paper, a theoretical stress-strain model for concrete-filled steel-tube (CFST) columns was developed to better understand and simulate the behavior of CFST column, which consists of the following four main components: (1) Interaction between steel tube and concrete taken into account the de-bonding effect; (2) an accurate hoop strain equation; (3) a passively confined concrete model considering stress-path dependence; (4) a three-dimensional stress-strain model for steel tube.
Journal ArticleDOI

A path dependent constitutive model for CFFT column

TL;DR: In this paper, a database collecting 28 CFFT columns test results is assembled for establishing a new stress-strain model that comprises the following 4 parts: (1) A model of hoop strain set up by the authors taking into account the effects of concrete splitting cracks; (2) An adjusted constitutive model of actively confined concrete incorporating confining stress path dependent effect; (3) Bi-axial stress model of FRP tube; (4) a model addressing the compatibility condition of concrete and fiber-reinforced polymer (FRP) tube.
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Uni-axial behaviour of externally confined UHSCFST columns

TL;DR: In this article, tie bars, steel rings and steel spirals are used to increase the confinement effect of UHSCFST columns, and a series of uni-axial compression test has been conducted to study the behavior of externally confined columns.
Journal ArticleDOI

Effect of paste volume on fresh and hardened properties of concrete

TL;DR: In this paper, the effect of CPV on various performance attributes of concrete at fresh and hardened states was evaluated by varying the CPV from 26% to 32% at two different W/C ratios.
References
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Journal ArticleDOI

Composition of reactive powder concretes

TL;DR: In this paper, the authors developed an ultra-high strength ductile concrete designated RPC (Reactive Powder Concrete), which was made possible by the application of a certain number of basic principles relating to the composition, mixing and post set heat curing of the concrete.
Journal ArticleDOI

Shear‐Thickening (“Dilatancy”) in Suspensions of Nonaggregating Solid Particles Dispersed in Newtonian Liquids

H. A. Barnes
- 01 Feb 1989 - 
TL;DR: The literature on shear thickening is currently at over 100 articles as mentioned in this paper, and a review of the literature can be found in the paper "A review of recent work in the field of shear thinning".
Book

Concrete Mixture Proportioning: A Scientific Approach

TL;DR: In this article, the authors present a flowchart for mixture simulation, showing the relationship between mix composition and properties of concrete, including deformation of Hardened Concrete, compressive strength and tensile strength.
Journal ArticleDOI

Optimization of ultra-high-performance concrete by the use of a packing model

TL;DR: In this article, the authors presented two models allowing to predict the packing density of a particle mix, derived from the Mooney's suspension viscosity model, and made a selection of mixes with the help of the Solid Suspension Model, and tests are performed in order to verify that the mix obtained is definitely optimal.
Journal ArticleDOI

Self-compacting concrete: An analysis of 11 years of case studies

TL;DR: In this article, case studies of applications of self-compacting concrete (SCC) have been analysed, and the results of the analysis of the above factors are given in statistical terms, such as ranges, frequencies, cumulative distributions, medians and deciles.
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