On the Simulation of Textile Reinforced Concrete Layers by a Surface-Related Shell Formulation

2008 ◽  
pp. 189-198
Author(s):  
Rainer Schlebusch ◽  
Bernd W. Zastrau
Keyword(s):  
Reinforced Concrete ◽  
Textile Reinforced Concrete ◽  
Shell Formulation

Sisal textile reinforced concrete: Improving tensile strength and bonding through peeling and nano-silica treatment

2021 ◽  
Vol 301 ◽  
pp. 124300
Author(s):  
Dimas Alan Strauss Rambo ◽  
Caroline Umbinger de Oliveira ◽  
Renan Pícolo Salvador ◽  
Romildo Dias Toledo Filho ◽  
Otávio da Fonseca Martins Gomes ◽  
...  
Keyword(s):  
Tensile Strength ◽  
Reinforced Concrete ◽  
Nano Silica ◽  
Textile Reinforced Concrete ◽  
Silica Treatment

scholarly journals Use of Cement Suspension as an Alternative Matrix Material for Textile-Reinforced Concrete

Materials ◽  
2021 ◽  
Vol 14 (9) ◽  
pp. 2127
Author(s):  
Richard Fürst ◽  
Eliška Fürst ◽  
Tomáš Vlach ◽  
Jakub Řepka ◽  
Marek Pokorný ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Epoxy Resin ◽  
High Performance Concrete ◽  
Bending Test ◽  
Resin Matrix ◽  
Cement Matrix ◽  
Sample Type ◽  
Textile Reinforced Concrete ◽  
Epoxy Resin Matrix ◽  
Four Point Bending

Textile-reinforced concrete (TRC) is a material consisting of high-performance concrete (HPC) and tensile reinforcement comprised of carbon roving with epoxy resin matrix. However, the problem of low epoxy resin resistance at higher temperatures persists. In this work, an alternative to the epoxy resin matrix, a non-combustible cement suspension (cement milk) which has proven stability at elevated temperatures, was evaluated. In the first part of the work, microscopic research was carried out to determine the distribution of particle sizes in the cement suspension. Subsequently, five series of plate samples differing in the type of cement and the method of textile reinforcement saturation were designed and prepared. Mechanical experiments (four-point bending tests) were carried out to verify the properties of each sample type. It was found that the highest efficiency of carbon roving saturation was achieved by using finer ground cement (CEM 52.5) and the pressure saturation method. Moreover, this solution also exhibited the best results in the four-point bending test. Finally, the use of CEM 52.5 in the cement matrix appears to be a feasible variant for TRC constructions that could overcome problems with its low temperature resistance.

Comparative characterization of the durability behaviour of textile-reinforced concrete (TRC) under tension and bending

2017 ◽  
Vol 179 ◽  
pp. 107-123 ◽  
Author(s):  
Kanhchana Kong ◽  
Zyed Mesticou ◽  
Marie Michel ◽  
Amir Si Larbi ◽  
Angel Junes
Keyword(s):  
Reinforced Concrete ◽  
Textile Reinforced Concrete ◽  
Comparative Characterization

Performance of axially loaded masonry columns confined using textile reinforced concrete (TRC) added with short fibers

2021 ◽  
Vol 279 ◽  
pp. 122413
Author(s):  
Tong Li ◽  
Mingke Deng ◽  
Mengna Jin ◽  
Zhifang Dong ◽  
Yangxi Zhang
Keyword(s):  
Reinforced Concrete ◽  
Short Fibers ◽  
Textile Reinforced Concrete ◽  
Axially Loaded
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