Textile Reinforced Concrete for free-form concrete elements: Influence of the binding type of textile reinforcements on the drapability for manufacturing double-curved concrete elements

Textile reinforced concrete (TRC) is a sustainable composite material consisting of a cementitious based matrix in combination with an open meshed technical textile reinforcement made of carbon or glass fibres. In the future, TRC could be increasingly used in the form of double-curved concrete eleme...

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Main Authors: Bhat Shantanu, Kalthoff Matthias, Shroeder Patrick, Gries Thomas, Matschei Thomas
Format: Article
Language:English
Published: EDP Sciences 2022-01-01
Series:MATEC Web of Conferences
Online Access:https://www.matec-conferences.org/articles/matecconf/pdf/2022/11/matecconf_iccrrr22_05019.pdf
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author Bhat Shantanu
Kalthoff Matthias
Shroeder Patrick
Gries Thomas
Matschei Thomas
author_facet Bhat Shantanu
Kalthoff Matthias
Shroeder Patrick
Gries Thomas
Matschei Thomas
author_sort Bhat Shantanu
collection DOAJ
description Textile reinforced concrete (TRC) is a sustainable composite material consisting of a cementitious based matrix in combination with an open meshed technical textile reinforcement made of carbon or glass fibres. In the future, TRC could be increasingly used in the form of double-curved concrete elements with the aim of producing filigree yet load-bearing concrete shell structures. To assess whether a textile is suitable as a reinforcement structure in double-curved textile concrete elements, numerous properties need to be investigated and evaluated. The most important of these include good handling properties, bending stiffness tailored to the application, sufficiently pronounced mesh openings, and defect-free drapability. In the course of this work, biaxially reinforced knitted fabrics with five different stitch types (pillar open, pillar closed, tricot counterlaid, tricot closed and plain) were investigated to evaluate the above properties. The draping tests were conducted on a robot-controlled draping test apparatus and evaluated with the aid of an optical measuring system. In addition, the geometric relationship between surface curvature of the double curved elements and the shear angle of different textiles was used to classify the influence of the stitch type on the drapability. Finally, for a given double curved geometry, based on the results the selection of an appropriate textile reinforcement which fulfil the component requirements is carried out and a double curved TRC demonstrator element is prefabricated.
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spelling doaj.art-af527f618494464badd4a9386f5d2e112023-06-09T09:28:14ZengEDP SciencesMATEC Web of Conferences2261-236X2022-01-013640501910.1051/matecconf/202236405019matecconf_iccrrr22_05019Textile Reinforced Concrete for free-form concrete elements: Influence of the binding type of textile reinforcements on the drapability for manufacturing double-curved concrete elementsBhat Shantanu0Kalthoff Matthias1Shroeder Patrick2Gries Thomas3Matschei Thomas4Institut für Textiltechnik (ITA) of RWTH Aachen University, Construction Composites DepartmentInstitute for Building Materials research of RWTH Aachen UniversityInstitute for Building Materials research of RWTH Aachen UniversityInstitut für Textiltechnik (ITA) of RWTH Aachen University, Construction Composites DepartmentInstitute for Building Materials research of RWTH Aachen UniversityTextile reinforced concrete (TRC) is a sustainable composite material consisting of a cementitious based matrix in combination with an open meshed technical textile reinforcement made of carbon or glass fibres. In the future, TRC could be increasingly used in the form of double-curved concrete elements with the aim of producing filigree yet load-bearing concrete shell structures. To assess whether a textile is suitable as a reinforcement structure in double-curved textile concrete elements, numerous properties need to be investigated and evaluated. The most important of these include good handling properties, bending stiffness tailored to the application, sufficiently pronounced mesh openings, and defect-free drapability. In the course of this work, biaxially reinforced knitted fabrics with five different stitch types (pillar open, pillar closed, tricot counterlaid, tricot closed and plain) were investigated to evaluate the above properties. The draping tests were conducted on a robot-controlled draping test apparatus and evaluated with the aid of an optical measuring system. In addition, the geometric relationship between surface curvature of the double curved elements and the shear angle of different textiles was used to classify the influence of the stitch type on the drapability. Finally, for a given double curved geometry, based on the results the selection of an appropriate textile reinforcement which fulfil the component requirements is carried out and a double curved TRC demonstrator element is prefabricated.https://www.matec-conferences.org/articles/matecconf/pdf/2022/11/matecconf_iccrrr22_05019.pdf
spellingShingle Bhat Shantanu
Kalthoff Matthias
Shroeder Patrick
Gries Thomas
Matschei Thomas
Textile Reinforced Concrete for free-form concrete elements: Influence of the binding type of textile reinforcements on the drapability for manufacturing double-curved concrete elements
MATEC Web of Conferences
title Textile Reinforced Concrete for free-form concrete elements: Influence of the binding type of textile reinforcements on the drapability for manufacturing double-curved concrete elements
title_full Textile Reinforced Concrete for free-form concrete elements: Influence of the binding type of textile reinforcements on the drapability for manufacturing double-curved concrete elements
title_fullStr Textile Reinforced Concrete for free-form concrete elements: Influence of the binding type of textile reinforcements on the drapability for manufacturing double-curved concrete elements
title_full_unstemmed Textile Reinforced Concrete for free-form concrete elements: Influence of the binding type of textile reinforcements on the drapability for manufacturing double-curved concrete elements
title_short Textile Reinforced Concrete for free-form concrete elements: Influence of the binding type of textile reinforcements on the drapability for manufacturing double-curved concrete elements
title_sort textile reinforced concrete for free form concrete elements influence of the binding type of textile reinforcements on the drapability for manufacturing double curved concrete elements
url https://www.matec-conferences.org/articles/matecconf/pdf/2022/11/matecconf_iccrrr22_05019.pdf
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AT shroederpatrick textilereinforcedconcreteforfreeformconcreteelementsinfluenceofthebindingtypeoftextilereinforcementsonthedrapabilityformanufacturingdoublecurvedconcreteelements
AT griesthomas textilereinforcedconcreteforfreeformconcreteelementsinfluenceofthebindingtypeoftextilereinforcementsonthedrapabilityformanufacturingdoublecurvedconcreteelements
AT matscheithomas textilereinforcedconcreteforfreeformconcreteelementsinfluenceofthebindingtypeoftextilereinforcementsonthedrapabilityformanufacturingdoublecurvedconcreteelements