The Experts below are selected from a list of 300 Experts worldwide ranked by ideXlab platform
Young Soo Yoon - One of the best experts on this subject based on the ideXlab platform.
-
Comparative low-velocity impact response of textile-Reinforced Concrete and steel-fiber-Reinforced Concrete beams
Journal of Composite Materials, 2015Co-Authors: Doo-yeol Yoo, Udityasinh Gohil, Thomas Gries, Young Soo YoonAbstract:In this study, the effect of the textile reinforcement type on the flexural response of textile-Reinforced Concrete beams under static and impact loads was investigated. In addition, to compare the flexural capacities with those of conventional steel-fiber-Reinforced Concrete, steel-fiber-Reinforced Concrete beams having similar compressive strength with that of textile-Reinforced Concrete were fabricated and tested according to the fiber content. Enhancements in the flexural capacities were obtained using polymer-coated textile reinforcement, and three-dimensional textile reinforcement resulted in slightly better flexural performance than two-dimensional textile reinforcement under both static and impact loads. Upon comparison with the results obtained from the steel-fiber-Reinforced Concrete beams, the textile-Reinforced Concrete specimen with polymer-coated textile reinforcement exhibited the best flexural performance in terms of the strength, toughness, and residual load carrying capacity (higher than...
Shi-ping Yin - One of the best experts on this subject based on the ideXlab platform.
-
Flexural properties of load-holding Reinforced Concrete beams strengthened with textile-Reinforced Concrete under a chloride dry–wet cycle
Journal of Engineered Fibers and Fabrics, 2019Co-Authors: Shi-ping YinAbstract:To study the reinforcement effect of textile-Reinforced Concrete (TRC) on Concrete structures in a marine environment, a four-point bending loading method was used for graded loading to analyze the influence of the dry–wet cycle number, the reinforcement method, and chopped fiber addition on the flexural properties of load-holding Reinforced Concrete beams Reinforced with textile-Reinforced Concrete. The results show that with the increase of dry–wet cycle numbers, the crack width and deflection of beams develop faster and the bearing capacity decreases. The performance of the prefabricated textile-Reinforced Concrete plate is close to that of a cast-in-place textile-Reinforced Concrete in limiting crack, bearing capacity, and deflection deformation. The addition of chopped fibers in fine-grained Concrete can improve the reinforcement effect of textile-Reinforced Concrete. Based on the experimental results and referring to the relevant design codes and literature, the calculation formula of the bearing ca...
-
Experimental and theoretical investigations on crack spacing and stiffness of textile-Reinforced Concrete–strengthened Reinforced Concrete beams:
Advances in Structural Engineering, 2018Co-Authors: Jie Sheng, Shi-ping Yin, Zhe-yu JinAbstract:To improve the theory of the bending cracks spacing and the deformation of the Reinforced Concrete beam strengthened with textile-Reinforced Concrete, the experimental research was conducted first ...
Cheng Yun-hong - One of the best experts on this subject based on the ideXlab platform.
-
Test and Research on Frost Sesistance of Fiber Reinforced Concrete
2012Co-Authors: Cheng Yun-hongAbstract:There are 4 groups of Concrete,that is,control Concrete,steel fiber Reinforced Concrete,alkali-resistant glass fiber Reinforced Concrete,and polypropylene fiber Reinforced Concrete.For the 4 groups of Concrete,freezing and thawing tests are carried out.Test results show that the frost resistance of fiber Reinforced Concretes in the test is all better than that of control Concrete,and among the the fiber Reinforced Concretes in the test,frost resistance of polypropylene fiber Reinforced Concrete is the best,frost resistance of alkali-resistant glass fiber Reinforced Concrete is the second,and frost resistance of steel fiber Reinforced Concrete is the third.
-
Preliminary Research on Carbonation Resistance of Fiber Reinforced Concrete
Journal of Building Materials, 2010Co-Authors: Cheng Yun-hongAbstract:The carbonation test of a plain Concrete and 3 kinds of fiber Reinforced Concretes i.e.steel fiber Reinforced Concrete,alkali-resistant glass fiber Reinforced Concrete,and polypropylene fiber Reinforced Concrete were carried out.Test results show that the carbonation resistance of fiber Reinforced Concretes in the test is all better than that of control Concrete,and among the fiber Reinforced Concretes in the test,carbonation resistance of polypropylene fiber Reinforced Concrete is the best,carbonation resistance of alkali-resistant glass fiber Reinforced Concrete is better than that of steel fiber Reinforced Concrete.
Zhe-yu Jin - One of the best experts on this subject based on the ideXlab platform.
-
Experimental and theoretical investigations on crack spacing and stiffness of textile-Reinforced Concrete–strengthened Reinforced Concrete beams:
Advances in Structural Engineering, 2018Co-Authors: Jie Sheng, Shi-ping Yin, Zhe-yu JinAbstract:To improve the theory of the bending cracks spacing and the deformation of the Reinforced Concrete beam strengthened with textile-Reinforced Concrete, the experimental research was conducted first ...
Doo-yeol Yoo - One of the best experts on this subject based on the ideXlab platform.
-
Comparative low-velocity impact response of textile-Reinforced Concrete and steel-fiber-Reinforced Concrete beams
Journal of Composite Materials, 2015Co-Authors: Doo-yeol Yoo, Udityasinh Gohil, Thomas Gries, Young Soo YoonAbstract:In this study, the effect of the textile reinforcement type on the flexural response of textile-Reinforced Concrete beams under static and impact loads was investigated. In addition, to compare the flexural capacities with those of conventional steel-fiber-Reinforced Concrete, steel-fiber-Reinforced Concrete beams having similar compressive strength with that of textile-Reinforced Concrete were fabricated and tested according to the fiber content. Enhancements in the flexural capacities were obtained using polymer-coated textile reinforcement, and three-dimensional textile reinforcement resulted in slightly better flexural performance than two-dimensional textile reinforcement under both static and impact loads. Upon comparison with the results obtained from the steel-fiber-Reinforced Concrete beams, the textile-Reinforced Concrete specimen with polymer-coated textile reinforcement exhibited the best flexural performance in terms of the strength, toughness, and residual load carrying capacity (higher than...
