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Study on Flexural Strength of Textile-Reinforced Mortar Panel with Tensile Force of Glass Fiber Mesh

유리섬유 메시의 인장력에 따른 텍스타일 보강 패널의 휨강도 특성

  • Kim, Sang Heon (Department of Living and Built Environment Research, Korea Institute of Civil Engineering and Building Technology) ;
  • Lee, Sea Hyun (Department of Living and Built Environment Research, Korea Institute of Civil Engineering and Building Technology)
  • 김상헌 (한국건설기술연구원 국민생활연구본부) ;
  • 이세현 (한국건설기술연구원 국민생활연구본부)
  • Received : 2018.10.18
  • Accepted : 2018.11.11
  • Published : 2018.12.31

Abstract

Fibers are recently being considered as a new agent for improving the performance of existing building materials. However, until now, only simple methods have been applied for fiber use, such as scattering a small fiber amount inside the material or using fibers as a sheet covering for the material. Application of woven or textile fibers inside the material is believed to result in higher performance of a building material. However, because basic research on composite material performance is still underway and the theoretical manufacturing skills and techniques for fiber application have not been implemented, fibers have not yet been practically used in building materials. The purpose of this study is to evaluate the properties of the flexural strength of composite materials using textile fibers to obtain fundamental data for the production of high-performance building materials. The flexural strength of the textile-reinforced specimens increases by 55% as compared with that of the reference specimens, and it increases proportionally with an increase in the maximum tensile load of the textile. The flexural strength of the panel is estimated to increase on the basis of the tensile load of the textile. However, an increase in the thickness of the specimen containing the textile decreases the rate of increase in flexural strength.

Keywords

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