Search engine for discovering works of Art, research articles, and books related to Art and Culture
ShareThis
Javascript must be enabled to continue!

Low Cost Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) with Flash Metakaolin

View through CrossRef
Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) presents remarkable mechanical and durability properties. Concretes can be considered as UHPFRC when compressive strength and direct tensile strength reach respectively reach 150 MPa and at 7 MPa at 28 days [1]. The UHPFRC matrix is generally composed by a high amount of cement and silica fume as binder, steel fibers, very low Water/Binder (W/B) ratio and high rang water reducer. Special heat treatment is often required in order to achieve compressive strengths over 150-200 MPa. This work focuses on the development of low cost UHPFRC with less energy in production process in order to widespread its use. To reach this objective, some mix criteria have been set up: use of local materials, substitution of silica fume by less expensive and more available flash metakaolin, reduced cement content, without heat treatment. Four UHPFRC mixtures have been fixed. The reference one incorporates silica fume. In the second one, metakaolin substitutes weight by weight silica fume. Two other mixtures have been designed using a wet packing method [2] and a metakaolin water absorption test [3], in order to optimize the metakaolin/cement mass ratio and to reduce cement content. Workability and mechanical tests have been carried out. Results show that the weight by weight substitution of silica fume by flash metakaolin leads to a slight reduction (about 5%) of strengths but a more important reduction of cost (about 10% of UHPFRC material cost per m3). The optimization of metakaolin/cement ratio allows reaching equivalent performances of silica fume reference mix and reducing cement content without significant strengths decrease.
Title: Low Cost Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) with Flash Metakaolin
Description:
Ultra-High Performance Fiber Reinforced Concrete (UHPFRC) presents remarkable mechanical and durability properties.
Concretes can be considered as UHPFRC when compressive strength and direct tensile strength reach respectively reach 150 MPa and at 7 MPa at 28 days [1].
The UHPFRC matrix is generally composed by a high amount of cement and silica fume as binder, steel fibers, very low Water/Binder (W/B) ratio and high rang water reducer.
Special heat treatment is often required in order to achieve compressive strengths over 150-200 MPa.
This work focuses on the development of low cost UHPFRC with less energy in production process in order to widespread its use.
To reach this objective, some mix criteria have been set up: use of local materials, substitution of silica fume by less expensive and more available flash metakaolin, reduced cement content, without heat treatment.
Four UHPFRC mixtures have been fixed.
The reference one incorporates silica fume.
In the second one, metakaolin substitutes weight by weight silica fume.
Two other mixtures have been designed using a wet packing method [2] and a metakaolin water absorption test [3], in order to optimize the metakaolin/cement mass ratio and to reduce cement content.
Workability and mechanical tests have been carried out.
Results show that the weight by weight substitution of silica fume by flash metakaolin leads to a slight reduction (about 5%) of strengths but a more important reduction of cost (about 10% of UHPFRC material cost per m3).
The optimization of metakaolin/cement ratio allows reaching equivalent performances of silica fume reference mix and reducing cement content without significant strengths decrease.

Related Results

Influence of Aspect Ratio and Corner Radius on the Structural Performance of Rectangular Columns with UHPFRC Jacketing
Influence of Aspect Ratio and Corner Radius on the Structural Performance of Rectangular Columns with UHPFRC Jacketing
Abstract This study presents an investigation on the effect of concrete columns cross sectional properties on the performance of Ultra High-Performance Fibre Reinfor...
Flash Radiation Therapy: Current Insights and Future Prospects
Flash Radiation Therapy: Current Insights and Future Prospects
FLASH radiotherapy (RT) is an innovative approach used in cancer treatment. The FLASH effect is observed at ultra-high dose rates (UHDR) of approximately 40 Gy/s or higher. This tr...
Integration of Deep-Learning-Based Flash Calculation Model to Reservoir Simulator
Integration of Deep-Learning-Based Flash Calculation Model to Reservoir Simulator
Abstract Flash calculation is an essential step in compositional reservoir simulation. However, it consumes a significant part of the simulation process, leading to ...
Steel fiber concrete. Constructions. Terminology
Steel fiber concrete. Constructions. Terminology
The article discusses the terms and definitions that are increasingly appearing in the open press and on the Internet, confusing well-established concepts. The purpose of consideri...
The Impact of Rehabilitation of Reinforced Concrete Columns: an Investigating of Column Size and Load-Bearing Capacity
The Impact of Rehabilitation of Reinforced Concrete Columns: an Investigating of Column Size and Load-Bearing Capacity
Abstract This study presents an investigation on the column square size effect in concrete structures. It has been observed that most jacketing material fails to ful...
Design of steel fiber-reinforced concrete for slip forming
Design of steel fiber-reinforced concrete for slip forming
Introduction. Slip forming is one of the effective and promising methods of concrete mix casting. Development of slip forming technologies largely depends on accumulated experience...
Study on Physical Simulation Experimental Technology of Ultra-low Permeability Large-scale Outcrop Model
Study on Physical Simulation Experimental Technology of Ultra-low Permeability Large-scale Outcrop Model
Abstract Ultra-low permeability reserves have accounted for a very large proportion of China's proven reserves and undeveloped reserves at present, so it is very ...
Improvement of Seismic Performance of Ordinary Reinforced Partially Grouted Concrete Masonry Shear Walls
Improvement of Seismic Performance of Ordinary Reinforced Partially Grouted Concrete Masonry Shear Walls
Reinforced masonry constitutes about 10% of all low-rise construction in the US. Most of these structures are commercial and school buildings. It may also be used for multi-story h...

Back to Top