According to the test of 9 specimens, a failure model and load transfer mechanism of steel-fiber reinforced concrete (SFRC) thick pile cap with three piles is analysed.
根据9个试件的试验结果，分析了钢纤维混凝土三桩厚承台的破坏模式与传力机理。
From the result, we can find that steel fiber reinforced concrete can effectively solve the problem of fissure on the partial pressing region related to the anchor.
结果表明：钢纤维钢筋混凝土可以十分有效地解决锚具下局部承压区混凝土的开裂问题。
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.
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。
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。
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.
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。
Based on the experiment of steel fiber reinforced concrete (SFRC) precast roof slab, analyses through mathematical statistics and theoretical researches. have been performed.
在SFRC自防水预应力钢筋混凝土屋面板的试验基础上，进行了数理统计分析和理论研究。
Besides, the mechanics performance of steel fiber reinforced concrete five-piles cap has been studied in this paper.
另外，还对钢纤维混凝土五桩承台的受力机理进行研究。
Meanwhile, shear strength, splitting tensile and flexural toughness experiments have been conducted using four types of steel fiber on steel fiber reinforced high strength concrete (SFRHSC).
此外，本文还利用不同类型钢纤维进行了钢纤维高强混凝土的抗压强度、抗剪强度、劈拉韧性和弯曲韧性试验。
Concerning actual deck paving with steel fiber concrete, the paper expounds in detail the application of steel fiber reinforced concrete in deck paving and construction technology.
针对钢纤维砼桥面铺装的施工实践，详尽地阐述了钢纤维砼在桥面铺装中的应用与施工工艺。
The notch sensitivity of HSC and steel fiber reinforced HSC and the strain field of HSC reinforced with steel fibers ahead of the crack tip have been analyzed.
分析了钢纤维高强混凝土和普通高强混凝土的缺口敏感性以及钢纤维对高强混凝土裂缝前缘应变场分布的影响。
According to relevant experimental results, the calculating methods of bending strength and crack for steel fiber reinforced ferroconcrete t beam are studied.
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。
The results show that steel fiber reinforced ferroconcrete T beam possesses high bending strength and excellent crack resistance p…
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 paper introduces the performance of steel fiber reinforced concrete, and analyses the construction craft of applying steel fiber reinforced concrete in bridge floor paving project.
对钢纤维混凝土的性能及应用于桥面铺装工程的施工工艺，加以介绍和分析说明。
Based on an experimental study on 25 FRC beams, variables that affect the width of cracks in steel fiber reinforced high-strength concrete beams under normal service conditions are studied.
通过25根钢筋钢纤维混凝土梁的试验，研究了影响钢纤维高强混凝土梁在正常使用极限状态下裂缝宽度的各种因素。
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.
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；
The fatigue behavior of the layered steel fiber reinforced concrete proves much better applications in engineering than the plain concrete and the steel fiber reinforced concrete.
试验结果表明：这种分层掺入少量钢纤维形成的混凝土，其抗弯疲劳性能较普通混凝土有大幅提高，且优于整体掺配钢纤维混凝土。
The practical method of limited analytical design is given for shelter plate of steel plate and steel fiber reinforced concrete.
给出了能够用于钢板钢纤维混凝土遮弹板接触爆炸下的极限设计分析的实用方法。
These concrete targets are cement mortar, steel fiber reinforced concrete (SFRC) and the SFRC with a board made by tightly arranged corundum spheres inside.
靶体为水泥砂浆石靶、钢纤维混凝土靶和含单层密排刚玉球的钢纤维混凝土靶。
The results show that: roller compacted steel fiber reinforced concrete is more suitable for road surface material.
结果表明，碾压钢纤维混凝土材料是一种具有应用前景的新型路面材料。
Steel fiber reinforced self-stressing concrete is a new type of fiber reinforced composite.
钢纤维自应力混凝土是一种新型纤维增强复合材料。
In this paper, the flexural-tensile strength of layered steel fiber reinforced concrete was studied, and its reinforcement mechanism was analyzed briefly.
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。
A simplified cracking strength formula for steel fiber reinforced concrete joint has been presented, and the calculation results are in good agreement with the test results.
本文还给出了钢纤维混凝土节点开裂强度的简化计算公式，计算结果与试验结果吻合良好。
The experimental results show that steel fiber reinforced self-stressing concrete can significantly increase the cracking load of penstock.
试验结果表明，钢纤维自应力混凝土能够明显地提高压力管道的抗裂承载力。
Based on the direct tension test, the characteristics of tension stress-strain full curves of steel fiber reinforced self-stressing concrete were investigated.
通过直接拉伸试验研究了不同自应力等级下的钢纤维自应力混凝土的受拉应力-应变全曲线特征。
The test results show that steel fiber reinforced self-stressing concrete could decrease the crack width of penstocks effectively.
试验表明，利用钢纤维和自应力混凝土可以有效地降低管道外包混凝土的裂缝宽度。
The formulas forcalculating the normal section bearing of steel fiber reinforced concrete composite beams were presented.
探讨了配筋钢纤维混凝土叠合梁正截面承载力计算公式。
The anti-penetration characteristics of several kinds of steel fiber reinforced concrete (SFRC) with tightly arrayed corundum spheres to long rod projectile have been experimentally studied.
利用长杆侵彻弹对几种含密排刚玉球层的钢纤维混凝土靶体进行了抗侵彻试验研究。
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.
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 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 flexural fatigue property of steel fiber reinforced concrete material for the pavement surface stratum is investigated experimentally.
对路面用钢纤维混凝土材料的弯曲疲劳进行了试验研究。
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