The paper presents the experimental investigation on the flexural behavior of Textile Reinforced Concrete (TRC) composite pannel. This new composite material has been developed to improve the structural performance of RC columns. The mechanical behavior under static loading of the composite elements is evaluated through the flexural testing. The first set of specimens was a normal concrete element without the textile. The second set of specimens was strengthened by 3D textile fabric. Testing data are analyzed to investigate the performance of the 3D textile reinforced concrete specimens compared to the performance of the normal elements.

Abstract
 1. 서 론
 2. 실험계획 및 방법
 3. 해석결과 및 고찰
 4. 결론
 참고문헌

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