Academic literature on the topic 'Textile Reinforced Concrete (TRC)'

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Journal articles on the topic "Textile Reinforced Concrete (TRC)"

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Folić, Radomir, and Damir Zenunović. "Textile reinforced concrete." Tekstilna industrija 71, no. 3 (2023): 13–25. http://dx.doi.org/10.5937/tekstind2303013f.

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Textile-reinforced concrete (TRC) is a reinforced concrete, where steel reinforcement is replaced with textiles or fibers. Textile reinforcement is a material consisting of natural or synthetic singular technical fibres processed into yarns or rovings which are woven into multi-axial textile fabrics having an open mesh or grid structure. In the paper an overview of tests results related to mechanical properties, deformation properties and durability characteristics of textile meshs are presented. Applications of different textiles as reinforcement in TRC is analyzed through some realized proje
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Venigalla, Sanjay Gokul, Abu Bakar Nabilah, Noor Azline Mohd Nasir, Nor Azizi Safiee, and Farah Nora Aznieta Abd Aziz. "Textile-Reinforced Concrete as a Structural Member: A Review." Buildings 12, no. 4 (2022): 474. http://dx.doi.org/10.3390/buildings12040474.

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Textile-reinforced concrete (TRC) is a form of reinforced concrete, where conventional reinforcement is replaced with textiles or fibers. The high tenacity of the textile fibers results in flexible and durable concrete structures. The literature has been limited to TRC applications in retrofitting and nonstructural applications. Therefore, this article attempts to detangle the progressive research direction on the usage of TRC as a structural member. For this, (i) a bibliometric study using scientometrics analysis to visualize the keyword network, and (ii) qualitative discussions on identified
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Alrshoudi, Fahed. "Textile-Reinforced Concrete Versus Steel-Reinforced Concrete in Flexural Performance of Full-Scale Concrete Beams." Crystals 11, no. 11 (2021): 1272. http://dx.doi.org/10.3390/cryst11111272.

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The effectiveness of textile-reinforced concrete (TRC) and steel-reinforced concrete (SRC) in the flexural performance of rectangular concrete beams was investigated in this study. To better understand TRC behaviour, large-scale concrete beams of 120 × 200 × 2600 mm were tested and analysed in this work. Cover thickness, anchoring, and various layouts were all taken into consideration to assess the performance of beams. In addition, bi-axial and uni-axial TRC beams and SRC beams were classified according to the sort and arrangement of reinforcements. The findings showed that anchoring the text
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Alrshoudi, Fahed. "Behaviour of Textile-Reinforced Concrete Beams versus Steel-Reinforced Concrete Beams." Advances in Civil Engineering 2021 (February 19, 2021): 1–8. http://dx.doi.org/10.1155/2021/6696945.

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There has been a rising interest in utilising textile reinforcement such as carbon tows in constructing concrete components to enhance the performance of conventional reinforced concrete. Textile-reinforced concrete (TRC) has been used as a construction material mostly as primary reinforcement. However, the structural performance of TRC members has not been investigated in depth. Therefore, to better understand TRC beams’ behaviour under bending load, a widespread experimental investigation was conducted. The results of tensile stress-strain, load-deflection, moment-curvature, and tension stif
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Vlach, Tomáš, Alexandru Chira, Lenka Laiblová, Ctislav Fiala, Magdaléna Novotná, and Petr Hájek. "Numerical Simulation of Cohesion Influence of Textile Reinforcement on Bending Performance of Plates Prepared from High Performance Concrete (HPC)." Advanced Materials Research 1106 (June 2015): 69–72. http://dx.doi.org/10.4028/www.scientific.net/amr.1106.69.

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Demand for very thin concrete elements, which can’t be reinforced with usually used steel reinforcement, gave rise to a new type of non-traditional reinforcement with technical textiles in matrix of epoxy resin. This type of reinforcement together with concrete is called textile reinforced concrete (TRC). Composite reinforcement is very chemically resistant, so the concrete cover is proposed to regard the durability. It allows a significant saving of concrete and design of thinner elements. For TRC structures is used high performance concrete (HPC) with its fine grained structure and high comp
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Kalthoff, Matthias, Cynthia Morales Cruz, Michael Raupach, and Thomas Matschei. "Material‐minimised construction with extruded textile reinforced concrete." ce/papers 6, no. 6 (2023): 797–801. http://dx.doi.org/10.1002/cepa.2827.

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AbstractThe use of textile reinforced concrete (TRC) is particularly suitable for producing sustainable, material‐minimised components, as it allows for a significant reduction in the amount of concrete cover required compared to steel reinforced concrete (SRC). Instead of steel, fibres made of glass, aramid or carbon are used as reinforcement, which are processed from rovings into textiles with a polymer or mineral impregnation. Among these, carbon reinforcements have the highest tensile strength and alkali resistance, making them the most durable in concrete and requiring less maintenance ov
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Tran, Tien Manh, Tu Ngoc Do, Ha Thu Thi Dinh, Hong Xuan Vu, and Emmanuel Ferrier. "A 2-D numerical model of the mechanical behavior of the textile-reinforced concrete composite material: effect of textile reinforcement ratio." Journal of Mining and Earth Sciences 61, no. 3 (2020): 51–59. http://dx.doi.org/10.46326/jmes.2020.61(3).06.

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The textile-reinforced concrete composite material (TRC) consists of a mortar/concrete matrix and reinforced by multi-axial textiles (carbon fiber, glass fiber, basalt fiber, etc.). This material has been used widely and increasingly to reinforce and/or strengthen the structural elements of old civil engineering structures thanks to its advantages. This paper presents a numerical approach at the mesoscale for the mechanical behavior of TRC composite under tensile loading. A 2-D finite element model was constructed in ANSYS MECHANICAL software by using the codes. The experimental results on bas
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You, Jungbhin, Jongho Park, Sun-Kyu Park, and Sungnam Hong. "Experimental Study on the Flexural Behavior of Steel-Textile-Reinforced Concrete: Various Textile Reinforcement Details." Applied Sciences 10, no. 4 (2020): 1425. http://dx.doi.org/10.3390/app10041425.

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In this study, one reinforced concrete specimen and six textile reinforced concrete (TRC) specimens were produced to analyze the flexural behavior of steel-textile-reinforced concrete. The TRC specimen was manufactured using a total of four variables: textile reinforcement amount, textile reinforcement hook, textile mesh type, textile lay out form. Flexural performance increases with textile reinforcement amount, textile reinforcement hook type and textile reinforcement mesh type. The flexural performance was improved when physical hooks were used. Furthermore, textile reinforcement was verifi
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Yin, Hong Yu, Yong Xun, Chen Bin Ji, and Shuai Sun. "Experimental Investigation of Concrete Confinement with Textile Reinforced Concrete." Applied Mechanics and Materials 752-753 (April 2015): 702–10. http://dx.doi.org/10.4028/www.scientific.net/amm.752-753.702.

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Mechanical property and constraint mechanism of concrete cylinders confined by TRC under uniaxial compression is analyzed. 24 concrete cylinders confined by TRC and 8 unconfined concrete cylinders are loaded under uniaxial compression to investigate the performance based on textile ratio, section dimension and strength of concrete. Based on the test results, stress process and failure mechanism of strengthened members is studied, stress-strain relationship of strengthened members is researched, effect of ratio of textile reinforcement, section dimension and concrete strength on ultimate streng
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Mattarollo, Giorgio, Norbert Randl, and Margherita Pauletta. "Investigation of the Failure Modes of Textile-Reinforced Concrete and Fiber/Textile-Reinforced Concrete under Uniaxial Tensile Tests." Materials 16, no. 5 (2023): 1999. http://dx.doi.org/10.3390/ma16051999.

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Recently, innovations in textile-reinforced concrete (TRC), such as the use of basalt textile fabrics, the use of high-performance concrete (HPC) matrices, and the admixture of short fibers in a cementitious matrix, have led to a new material called fiber/textile-reinforced concrete (F/TRC), which represents a promising solution for TRC. Although these materials are used in retrofit applications, experimental investigations about the performance of basalt and carbon TRC and F/TRC with HPC matrices number, to the best of the authors’ knowledge, only a few. Therefore, an experimental investigati
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Dissertations / Theses on the topic "Textile Reinforced Concrete (TRC)"

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SANTOS, FERNANDA CRISTINNA ALONSO DOS. "BEHAVIOR OF TEXTILE REINFORCED CONCRETE (TRC) SLENDER COLUMNS SUBJECT TO COMPRESSION." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2018. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=35764@1.

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PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO<br>COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR<br>PROGRAMA DE EXCELENCIA ACADEMICA<br>Este trabalho tem como objetivo investigar o desempenho de pilares de Concreto Têxtil (CT) sujeitos a compressão. Um programa experimental foi conduzido incluindo caracterização do material, ensaios de flexão de quatro pontos em placas e ensaios de compressão em pilares retangulares e de seção I com diferentes comprimentos e condições de contorno. Um modelo normal-momento-curvatura de um grau de liberdade foi proposto e seus resultados, utili
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Barhum, Rabea. "Mechanisms of the interaction between continuous and short fibres in textile-reinforced concrete (TRC)." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2014. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-143501.

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This thesis reports on experimental investigations of the mechanisms inherent in the joint action of short and continuous fibres in high-performance, cement-based composites. Experiments on different levels of observation (macro- meso- and micro-levels) were performed to provide detailed insights into the various effects of adding different types of short fibres (dispersed AR glass, integral AR glass and dispersed carbon fibres) on the strength, deformation, and failure behaviour of textile-reinforced concrete (TRC) subjected to tensile loading. Moreover, visual inspections of the specimens' s
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Barhum, Rabea, and Viktor Mechtcherine. "Mechanical Behaviour under Tensile Loading of Textile Reinforced Concrete with Short Fibres." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-77896.

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This treatise addresses the influence of the addition of short dispersed and integral fibres made of alkali-resistant glass on the fracture behaviour of textile-reinforced concrete (TRC). A series of uniaxial, deformation-controlled tension tests was performed to study the strength-, deformation-, and fracturebehaviour of thin, narrow plates made of TRC both with and without the addition of short fibres. Furthermore, uniaxial tension tests on specimens reinforced with only short fibres and single-fibre pullout tests were carried out to gain a better understanding of crack-bridging behaviour, w
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Papantoniou, Ioannis, Catherine Papanicolaou, and Thanasis Triantafillou. "Optimum design of one way concrete slabs cast against Textile Reinforced Concrete Stay-in-Place Formwork Elements." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2009. http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244051009995-91187.

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This study presents a conceptual design process for one-way reinforced concrete slabs cast over Textile Reinforced Concrete (TRC) Stay-in-Place (SiP) formwork elements, aiming at the minimization of the composite slab cost satisfying Ultimate Limit State (ULS) and Serviceability Limit State (SLS) design criteria. The thin-walled TRC element is considered to participate in the structural behaviour of the composite slab. This distinct function of the TRC element (as formwork and as a part of a composite element) distinguishes the design procedure into two States: a Temporary and a Permanent one.
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Papanicolaou, Catherine, Thanasis Triantafillou, Ioannis Papantoniou, and Christos Balioukos. "Strengthening of two-way reinforced concrete slabs with Textile Reinforced Mortars (TRM)." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2009. http://nbn-resolving.de/urn:nbn:de:bsz:14-ds-1244048746186-75760.

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An innovative strengthening technique is applied for the first time in this study to provide flexural strengthening in two-way reinforced concrete (RC) slabs supported on edge beams. The technique comprises external bonding of textiles on the tension face of RC slabs through the use of polymer-modified cement- based mortars. The textiles used in the experimental campaign comprised fabric meshes made of long stitch-bonded fibre rovings in two orthogonal directions. The specimens measured 2 x 2 m in plan and were supported on hinges at the corners. Three RC slabs strengthened by textile reinforc
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Douk, Najib. "Approche numérique multi-échelle du renforcement de structures par matériaux composites textile-mortier (TRC) vis-à-vis de sollicitations thermo-mécaniques extrêmes (incendie)." Electronic Thesis or Diss., Lyon, 2019. http://www.theses.fr/2019LYSEE003.

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La tenue des ouvrages vis-à-vis de l’incendie constitue une problématique d’actualité à forts enjeux à la fois sociétaux, scientifiques et techniques. Aussi, le recours à la réhabilitation du patrimoine bâti, notamment pour prolonger la durée de vie des ouvrages, est une technique à la fois ancienne mais régulièrement renouvelée au gré de l’évolution des matériaux disponibles dans un cadre souvent contraint (volet financier, technique, environnemental, énergétique…Etc.) Cette thèse à caractère numérique apporte une contribution par rapport à l’utilité du renforcement des éléments de structures
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Hartig, Jens. "Numerical investigations on the uniaxial tensile behaviour of Textile Reinforced Concrete." Doctoral thesis, Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-66614.

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In the present work, the load-bearing behaviour of Textile Reinforced Concrete (TRC), which is a composite of a fine-grained concrete matrix and a reinforcement of high-performance fibres processed to textiles, exposed to uniaxial tensile loading was investigated based on numerical simulations. The investigations are focussed on reinforcement of multi-filament yarns of alkali-resistant glass. When embedded in concrete, these yarns are not entirely penetrated with cementitious matrix, which leads associated with the heterogeneity of the concrete and the yarns to a complex load-bearing and failu
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Lorenz, Enrico, and Regine Ortlepp. "Untersuchungen zur Bestimmung der Übergreifungslängen textiler Bewehrungen aus Carbon in Textilbeton (TRC)." Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2011. http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-77823.

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Für das Funktionieren von Verstärkungsschichten aus Textilbeton ist eine sichere Kraftübertragung zwischen den einzelnen Verbundbaustoffen sicherzustellen. Aufgrund der sehr hohen Garnzugfestigkeiten sind besonders bei Verwendung textiler Bewehrungen aus Carbon sehr effektive Verstärkungen herstellbar. In Textilbetonbauteilen sind hierbei im Regelfall Übergreifungsstöße der textilen Bewehrungslagen nicht zu vermeiden. Der vorliegende Beitrag befasst sich daher mit der experimentellen und analytischen Bestimmung der Übergreifungslängen textiler Bewehrungsstrukturen innerhalb von Textilbetonvers
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Barhum, Rabea [Verfasser], Viktor [Akademischer Betreuer] Mechtcherine, and Prisco Marco [Akademischer Betreuer] Di. "Mechanisms of the interaction between continuous and short fibres in textile-reinforced concrete (TRC) / Rabea Barhum. Gutachter: Viktor Mechtcherine ; Marco di Prisco." Dresden : Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden, 2014. http://d-nb.info/1068446692/34.

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Nguyen, Thanh Hai. "Contribution à l'étude du comportement thermomécanique à très haute température des matériaux composites pour la réparation et/ou le renforcement des structures de Génie Civil." Thesis, Lyon 1, 2015. http://www.theses.fr/2015LYO10244/document.

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Dans le domaine du renforcement et/ou de la réparation des structures en béton armé par des matériaux composites à l'aide de la méthode du collage extérieur au moyen d'un adhésif époxy, une des préoccupations de la communauté scientifique est l'intégrité structurelle de ce système dans le cas d'incendie dans lequel la haute température est une caractéristique essentielle et peut atteindre jusqu'à 1200°C. Ce travail de recherche est axé sur le comportement thermomécanique à très haute température des matériaux composites [un composite à base de polymère carbone/ époxy (Carbon Fiber Reinforced P
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Books on the topic "Textile Reinforced Concrete (TRC)"

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Corina-Maria, Aldea, American Concrete Institute Convention, and ACI Committee 549, Ferrocement., eds. Thin fiber and textile reinforced cementitious systems. American Concrete Institute, 2007.

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Frederick, Young John, and Construction Engineering Research Laboratory, eds. Synthetic fiber reinforcement for concrete. US Army Corps of Engineers, Construction Engineering Research Laboratory, 1992.

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Mobasher, Barzin. Mechanics of fiber and textile reinforced cement composites. CRC Press, 2011.

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Textile Reinforced Concrete. Taylor & Francis Group, 2017.

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Bentur, Arnon, Barzin Mobasher, and Alva Peled. Textile Reinforced Concrete. Taylor & Francis Group, 2017.

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Bentur, Arnon, Barzin Mobasher, and Alva Peled. Textile Reinforced Concrete. Taylor & Francis Group, 2017.

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Bentur, Arnon, Barzin Mobasher, and Alva Peled. Textile Reinforced Concrete. Taylor & Francis Group, 2017.

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Bentur, Arnon, Barzin Mobasher, and Alva Peled. Textile Reinforced Concrete. Taylor & Francis Group, 2017.

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TEXTILE REINFORCED CONCRETE. RILEM REPORT 36. RILEM PUBLICATIONS, 2006.

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Mechanics of fiber and textile reinforced cement composition. CRC Press, 2011.

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Book chapters on the topic "Textile Reinforced Concrete (TRC)"

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Polienko, Wladislaw, and Klaus Holschemacher. "Influences of the Effectiveness of a Column Confinement with Textile Reinforced Concrete (TRC)." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_51.

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AbstractIn the present paper the results of uniaxial compression tests conducted on textile reinforced concrete (TRC)—confined reinforced concrete (RC) columns are reported. By confining the column with TRC, the lateral expansion of the concrete can be impeded. The resulting multiaxial compressive stress state allows to enhance the components axial capacity. Due to the corrosion-resistant textile, the usual concrete cover in reinforced concrete construction is reduced, which allows slender but at the same time highly load-bearing components to be created. Consequently TRC provides a sustainabl
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Amir, Si Larbi, Contamine Raphael, Ferrier Emmanuel, and Hamelin Patrice. "Flexural Strengthening of Reinforced Concrete Beams with Textile Reinforced Concrete (TRC)." In Advances in FRP Composites in Civil Engineering. Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-17487-2_146.

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Murcia, Daniel Heras, and Mahmoud Reda Taha. "Emerging Materials and Technologies for Next-Generation Sustainable and Resilient Polymer Concrete." In Springer Proceedings in Materials. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-72955-3_4.

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AbstractEmerging materials and technologies (EMTs) are introduced to improve the sustainability and resilience of infrastructure. Polymer concrete (PC) has been used for the last 80 years in infrastructure applications where extreme environmental conditions and exposures are dominant. We suggest that EMTs can enable the development of next-generation PC that can contribute to infrastructure resilience and sustainability. This paper presents an overview of the latest developments in using innovative PC by incorporating a myriad of EMTs to improve infrastructure resilience and sustainability. Th
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Rempel, Sergej, Christian Kulas, Norbert Will, and Jan Bielak. "Extremely Light and Slender Precast Pedestrian-Bridge Made Out of Textile-Reinforced Concrete (TRC)." In High Tech Concrete: Where Technology and Engineering Meet. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59471-2_288.

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Esaker, Mohamed, Georgia Thermou, and Luis Neves. "Damage Evaluation of Textile Reinforced Concrete (TRC) Subjected to High-Velocity Impact Load." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-32511-3_84.

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Esaker, Mohamed, Georgia E. Thermou, and Luis Neves. "Experimental and Numerical Investigation on the High-Velocity Impact Performance of Textile Reinforced Concrete (TRC) Panels." In RILEM Bookseries. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-70145-0_99.

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Tlaiji, Tala, Xuan Hong Vu, Emmanuel Ferrier, and Amir Si Larbi. "Experimental Approach to Identify the Thermomechanical Behaviour of a Textile Reinforced Concrete (TRC) Subjected to High Temperature and Mechanical Loading." In Lecture Notes in Civil Engineering. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-6713-6_47.

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Bauchmoyer, Jacob, Dafnik S. K. David, Himai Mehere, Vikram Dey, and Barzin Mobasher. "Pultruded Textile Reinforced Concrete Structural Shapes." In Strain-Hardening Cement-Based Composites. Springer Netherlands, 2017. http://dx.doi.org/10.1007/978-94-024-1194-2_87.

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Mohan, A., and T. Ch Madhavi. "Textile Fibre-Wrapping Techniques Used for Textile-Reinforced Concrete." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-6403-8_26.

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Dittel, Gözdem, Steffen Dringenberg, and Thomas Gries. "Through Textile to Reinforced 3D Concrete Printing." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-32519-9_110.

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Conference papers on the topic "Textile Reinforced Concrete (TRC)"

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Leitner, Simon, Patrick Leitner, Hanna Madlmayr, Philipp Preinstorfer, and Wolfgang Fiel. "Thin concrete-timber-composite floors reinforced with basalt textile." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.3115.

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&lt;p&gt;Adding a reinforced concrete layer on top of timber floors, such as dowel beam ceilings (DBC), is a well-established method in retrofitting old buildings. However, the concrete layer thickness of 5- 7cm, which is driven by durability rather than strength requirements, comes with additional weight that typically implies supporting and strengthening measures of the existing structure. In this work, we investigate thin basalt textile-reinforced concrete (TRC) layers on top of a DBC to reduce the concrete mass and overall system height. This includes experimental investigations on two lar
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Leitner, Patrick, Philipp Preinstorfer, David Jolly, Victoria Jolly, and John Orr. "Assessment of the load-bearing capacity of textile-reinforced shell structures created with a free form-finding approach." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.1359.

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&lt;p&gt;Shell structures are primarily subjected to compressive stresses if their geometry is adjusted to the applied loading. Still, the geometry in a real environment usually deviates from an optimal form for load-bearing due to tolerances and architectural demands, thus causing additional bending moments (&lt;i&gt;m&lt;/i&gt;) and normal forces (&lt;i&gt;n&lt;/i&gt;). The use of textile-reinforced concrete (TRC) makes it possible to reduce thickness and thus the dead weight of a shell, though it also increases the sensitivity for deviations from perfect conditions. Additionally, textile re
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Immanuel, Sophia, and Baskar K. "Flexural Behaviour of Carbon Textile Reinforced Concrete (CTRC) Panel." In IABSE Congress, New Delhi 2023: Engineering for Sustainable Development. International Association for Bridge and Structural Engineering (IABSE), 2023. http://dx.doi.org/10.2749/newdelhi.2023.1547.

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&lt;p&gt;Textile-reinforced concrete (TRC) is novel high performance composite material blooming in the 21st century globally. It can be used as not only strengthening material but as a structural load bearing component. This paper aims to investigate the flexural behaviour of carbon textile- reinforced concrete (CTRC) panel through four-point bending test. Optimising the mix using particle packaging for the TRC with grade of mix as M50 using binders were used for the study. Flexural strength and toughness were observed to improve with the increase of the number of textile layers. The textiles
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"Textile Reinforced Concrete (TRC) For Integrated Formworks." In SP-224: Thin Reinforced Cement-Based Products and Construction Systems. American Concrete Institute, 2004. http://dx.doi.org/10.14359/13407.

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"Strengthening of RC Structures with Textile Reinforced Concrete (TRC)." In SP-244: Thin Fiber and Textile Reinforced Cementitious Systems. American Concrete Institute, 2007. http://dx.doi.org/10.14359/18758.

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Sudha, M. Raga, and A. Muthadhi. "Assessing amid Water absorption and Compressive strength of Hybrid Textile Reinforced Concrete." In Second International Conference in Civil Engineering for a Sustainable Planet. AIJR Publisher, 2025. https://doi.org/10.21467/proceedings.179.22.

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Abstract:
Textile-reinforced concrete (TRC) is a material that is acquiring new ground in the construction field. It eliminates the problem of corrosion by using non-corrosive textile fibre mesh materials, helps in manufacturing lightweight structures and reduces CO2 emission. The paper aims to find the Compressive Strength (CS) and Water Absorption (WA) properties of Hybrid interlayer TRC with 3, 4 &amp; 5 layers of hybrid combinations with Aramid and Alkali-Resistant (AR) glass fibre meshes reinforcement compared to identical fibre mesh reinforced TRC and reference mix cementitious matrix composition
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7

Hinzen, M. "Subsequent sealing of basements with a waterproof TRC construction." In ICTRC'2006 - 1st International RILEM Conference on Textile Reinforced Concrete. RILEM Publications SARL, 2006. http://dx.doi.org/10.1617/2351580087.037.

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Mombartz, M. "Simulation evolving discontinuities in TRC using the extended finite element method." In ICTRC'2006 - 1st International RILEM Conference on Textile Reinforced Concrete. RILEM Publications SARL, 2006. http://dx.doi.org/10.1617/2351580087.024.

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9

Vorechovský, M. "Impact of scatter of material properties on the yarn performance in TRC." In ICTRC'2006 - 1st International RILEM Conference on Textile Reinforced Concrete. RILEM Publications SARL, 2006. http://dx.doi.org/10.1617/2351580087.028.

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10

"Shear Capacity of TRC slabs: Modelling and Examples from Practice." In "SP-345: Materials, Analysis, Structural Design and Applications of Textile Reinforced Concrete/Fabric Reinforced Cementitious Matrix". American Concrete Institute, 2021. http://dx.doi.org/10.14359/51731568.

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