1.Results showed that the flexual strength and the flexual toughness index of UHPC become more than 2 times and 10 times respectively of those 0f the matrix concrete by the reinforcement of fibers.
结果表明通过纤维的增强和增韧作用,超高性能混凝土的抗弯强度和弯曲韧性指数分别提高到2和10以上。
2.Furthermore, the relation of fabric drapability and stretching-length, flexual modulus and shearing modulus is also discussed.