1. 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的影响。
2. 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倍和10倍以上。

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