Furthermore, the relation of fabric drapability and stretching-length, flexual modulus and shearing modulus is also discussed.

初步研究了织物伸出长度、弯曲刚度、剪切刚度对静态悬垂系数。

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.

表明通过纤维增强和增韧作用，超高性能混凝土抗弯强度和弯曲韧性指数分别提高到2倍和10倍以上。