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、曲刚、剪切刚对静态悬垂系数的影。

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，能混凝土的抗强和曲韧指数分别提到2倍和10倍以上。