对层布式钢纤维混凝土的弯拉强度进行了试验研究，并对其增强机理做出了简要的分析。
In this paper, the flexural-tensile strength of layered steel fiber reinforced concrete was studied, and its reinforcement mechanism was analyzed briefly.
然后运用损伤的概念定义了层布式钢纤维混凝土的损伤形式，通过数据分析得到了层布式钢纤维混凝土的损伤变化的规律。
Then this paper define damnification of SFRC, and study the order of SFRC 's damnification by analyzing the data of the fatigue test.
比较了相同钢纤维掺量的层布式钢纤维混凝土与层布式混杂纤维混凝土的抗折疲劳方程，研究了混杂纤维对混凝土疲劳性能的影响程度。
The flexural fatigue equation was contrasted between LSFRC and LHFRC in the same quantity of steel fibers. The influence extent to flexural fatigue behavior of hybrid-fibers was studied.
同时采用层布式钢纤维路面结构形式，形成一种层布式钢纤维橡胶混凝土的新型路面。
At the same time, a new type of pavement-layer-steel fiber reinforced rubber concrete pavement is introduced by using a layer-steel fiber reinforced pavement structure.
建立了细观统计力学模型，对层布式钢纤维、混杂纤维混凝土的宏观力学行为与细观参数之间的关系进行了一系列的推导运算。
A statistics mechanics model was made to analyse the relationship between the meso-structural and macroscopic response of the LSFRC and LHFRC.
建立了细观统计力学模型，对层布式钢纤维、混杂纤维混凝土的宏观力学行为与细观参数之间的关系进行了一系列的推导运算。
A statistics mechanics model was made to analyse the relationship between the meso-structural and macroscopic response of the LSFRC and LHFRC.
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