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Effects of coarse aggregate and steel fibre contents on mechanical properties of high performance concrete

Construction and Building Materials, 2019
This study investigated the effects of the coarse aggregate and steel fibre contents on the mechanical properties of high performance concrete (HPC) at an ambient curing temperature.
Lihua Xu   +5 more
semanticscholar   +1 more source

Effect of Steel Fibre Content on the Fatigue Behaviour of Steel Fibre Reinforced Concrete

2012
Rigid pavements are widely used for very heavily trafficked freeways because of their long design period and high performance. Rigid pavements are designed for two modes of failure, namely, fatigue and erosion. Most of the fatigue damage occurs due to very heavy axle loads. In this research, steel fibre was added to Portland cement concrete at 20 kg/m3
Mofreh F. Saleh   +3 more
openaire   +1 more source

Fibre spacing in steel fibre reinforced composites

Matériaux et Constructions, 1977
A method is presented which makes it possible to evaluate the fibre content or to estimate the distribution of fibres in steel fibre reinforced composite materials from the analysis of X-ray pictures. The basic notion in this method is an apparent fibre spacing defined as the average spacing between the intersections of individual fibre projections ...
openaire   +1 more source

Shear transfer across cracks in steel fibre reinforced concrete

Engineering structures, 2019
Existing models for the shear strength of steel fibre reinforced concrete (SFRC) in general, and for the transfer of shear stresses across cracks, typically assume that the shear strength of plain concrete is increased by a so-called “fibre contribution”.
W. Kaufmann   +3 more
semanticscholar   +1 more source

Volume Changes of Fibre Concrete with Steel and Synthetic Fibres

2006
Abstract The verification and precise formulation of volume changes of structural concretes (creep, shrinkage) are very difficult (see models like: B3 - Bazant [8] or EC2 - European Standard [5], etc.). However, many structural analyses cannot be performed without considering the effects of those properties.
Dušan Spůra   +2 more
openaire   +1 more source

Segregation of Steel Fibres of UHPFRC

Solid State Phenomena, 2018
The mixture of ultra-high performance concrete is often supplemented by steel fibres which can significantly improve the fracture energy of the concrete. The incorporation of steel fibres results in especially a significant increase of tensile strength and minimize the risk of brittle failure.
Michal Ženíšek   +3 more
openaire   +1 more source

Prediction of dynamic increase factor for steel fibre reinforced concrete using a hybrid artificial intelligence model

Engineering structures, 2019
Steel fibre reinforced concrete (SFRC) has been increasingly used in the engineering structures subjected to intense dynamic loads. In structural design and analysis, a dynamic increase factor (DIF) has been usually used to characterize strain-rate ...
Lei Yang   +4 more
semanticscholar   +1 more source

Light weight steel fibre reinforced concrete: A review

, 2020
Steel fibre reinforced concrete (SFRC) could be a stuff that can decrease brittleness of concrete and can increase the malleability. SFRC is employed extensively to line the tunnels and alternative underground structures, to extend the thickness of ...
M. Kalpana, Ahoh Tayu
semanticscholar   +1 more source

A computational model for simulation of steel fibre reinforced concrete with explicit fibres and cracks

, 2020
A new formulation is herein proposed to embed discrete fibres and cracks in finite elements. The main features of the fibre behaviour are automatically accounted for, including bond and snubbing effects.
M. Carvalho   +3 more
semanticscholar   +1 more source

Mesoscale analysis on ultra-high performance steel fibre reinforced concrete slabs under contact explosions

Composite structures, 2019
This paper develops a more efficient and applicable three-dimensional mesoscale model to simulate ultra-high performance steel fibre reinforced concrete (UHP-SFRC) slabs under contact explosions.
Yun-Cheng Peng   +4 more
semanticscholar   +1 more source

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