目前，钢纤维增强混凝土是最有发展前途的一种方法。
Recently, it is found out that the steel-fibred concrete is a method of good prospects.
通过合理定义损伤变量，由试验测定了新材料和钢纤维增强混凝土的疲劳损伤及其演化规律；
Then, by reasonably defining damage factors, the fatigue damages and the corresponding evolution principles of the new material and the steel fiber-reinforced concrete were measured by experiments.
本文采用数值模拟与实验相结合的方法，对加入密排刚玉球层的钢纤维增强混凝土遮弹结构进行了较系统的分析研究。
By making use of numerical simulation and experiment methods, we studied the shielded structure of steel fiber reinforced concrete (SFRC) with tightly arrayed corundum spheres.
以几种不同类型钢纤维增强混凝土的抗压性能试验研究为基础，讨论了钢纤维掺量、分布形式以及钢纤维类型对混凝土抗压性能的影响。
Concrete reinforced with different kinds of steel fibers is studied experimentally. The effect of content, orientation, and type of steel fibers on concrete is discussed.
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.
针对锚具下局部承压区混凝土开裂的问题，文中拟采用钢纤维增强。
Aimed at the problem of fissure on the partial pressing region related to the anchor, adopting the steel fiber to reinforce concrete is considered in this paper.
而在钢纤维混凝土中影响其增强效果的因素较多，其中钢纤维的配向性是主要的因素之一。
Factors that have influence on the strengthening effect are numerous, while the direction of steel fibers in concrete is an important one among them.
研究了钢纤维和有机合成纤维对高性能轻骨料混凝土的增强增韧效果。
This paper studies effects of steel fibers and synthetic fibers on mechanical properties of high performance lightweight aggregate concrete (LWAC).
钢纤维自应力混凝土是一种新型纤维增强复合材料。
Steel fiber reinforced self-stressing concrete is a new type of fiber reinforced composite.
结果表明，钢纤维增强钢丝网混凝土T形梁具有较高的正截面抗弯强度和良好的抗裂性能。
The results show that steel fiber reinforced ferroconcrete t beam possesses high bending strength and excellent crack resistance property.
结果表明，钢纤维增强聚合物改性混凝土材料具有良好的冲击韧性，是一种理想的混凝土桥面铺装材料。
The results show that Steel Fiber Reinforced and Polymer Modified Concrete having good impact properties, and it is one of the ideal pavement materials for concrete bridge deck.
钢纤维与箍筋之间在提高钢筋混凝土梁斜截面承载力方面不存在“藕合增强效应”。
There is not composite enhancing effect to shear resistance of reinforced concrete beams between steel fiber and stirrups.
结合某用钢纤维增强钢丝网混凝土建造的桥梁，进行了钢纤维增强钢丝网混凝土t形梁的正截面强度及裂缝计算。
To counter a bridge constructed with steel fiber reinforced ferroconcrete, the calculation of bending strength and crack of steel fiber reinforced ferroconcrete t beam has been accomplished.
添加不同长径比、体积率钢纤维，获得最佳超高强度硅酸盐混凝土的增强、增韧与阻裂效应。
Add a different aspect ratio and volume ratio of steel fibers, in order to attain the best high strength Portland concrete reinforcing, toughening and crack resistance effect.
根据有关试验结果，研究了钢纤维增强钢丝网混凝土t形梁的正截面强度及裂缝计算方法。
According to relevant experimental results, the calculating methods of bending strength and crack for steel fiber reinforced ferroconcrete t beam are studied.
结果表明，钢纤维增强钢丝网混凝土T形梁具有较高的正截面抗弯强度和良好的抗裂性能。
The results show that steel fiber reinforced ferroconcrete T beam possesses high bending strength and excellent crack resistance p…
对钢纤维的类型以及在混凝土中的形态进行描述与分析，探讨了钢纤维混凝土的增强、破坏及抗裂机理。
The type of steel fiber and the form of it in concrete are described and analyzed and the mechanism of fiber-reinforced concrete such as reinforcement, damage and cracking resistance is discussed.
对钢纤维的类型以及在混凝土中的形态进行描述与分析，探讨了钢纤维混凝土的增强、破坏及抗裂机理。
The type and the form of steel fiber in concrete are described and analyzed and the mechanism of steel fiber reinforced concrete such as reinforcement, damage and cracking resistance is discussed.
对钢纤维的类型以及在混凝土中的形态进行描述与分析，探讨了钢纤维混凝土的增强、破坏及抗裂机理。
The type and the form of steel fiber in concrete are described and analyzed and the mechanism of steel fiber reinforced concrete such as reinforcement, damage and cracking resistance is discussed.
应用推荐