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1)  hybrid fiber
纤维混杂
1.
An experimental program was carried out to investigate the influence of hybrid fibers(straight steel fiber with smaller diameter and indented steel fiber with lager diameter)on the fluidity and mechanical behaviors of ultra-high performance fiber reinforced cementitious composites(UHPFRCC).
采用平直型超细钢纤维与压痕型中长钢纤维混杂,系统研究了混杂比例对超高性能水泥基复合材料(UHPCC)流动性能、力学行为的影响,以及纤维外形对界面粘结力的影响。
2.
<Abstrcat>In this paper,the experiment applies hybrid fiber with low and high melting point to improve fireproof and flameproof properties of high performance concrete,since high performance concrete easily bursts and destroys after being on fire.
针对目前高性能混凝土的防火、防爆裂性能低,采用低熔点及高熔点纤维混杂的方法,对高性能混凝土这方面的性能进行改善,试验结果表明,混杂纤维混凝土高温性能优越,拓宽了高性能混凝土的应用范围,利于推广。
2)  hybrid fibers
纤维混杂
1.
This paper briefly introduces the following aspects of HFRC: types of hybrid fibers, workability, mechanical properties, shrinkage resistance and permeation resistance.
综述了混杂纤维混凝土的纤维混杂类型、混杂纤维混凝土的施工性能、力学性能、抗收缩性能、抗渗物理性能。
2.
The effect of hybrid fibers with different sizes and different properties, expanding agent and their composite on the performance of crack arresting of concrcte and the relation of them with other properties are studied.
研究了不同尺度、不同性质的纤维混杂和膨胀剂的复合物对混凝土阻裂性能的影响及与其他性能的关系,剖析了纤维混杂与微膨胀的复合效应和机理。
3)  hybrid fibers
混杂纤维
1.
Effect of smaller volume S-P hybrid fibers on mechanical properties of high performance concrete;
低掺量S-P混杂纤维增强增韧的作用研究
2.
Effect of S-P hybrid fibers on long-term behaviors and durability of high-performance concrete
S-P混杂纤维对混凝土长期性能与耐久性影响
3.
Mechanical properties of high performance concrete reinforced with carbon steel hybrid fibers have been studied and discussed.
5 % ) ,混杂纤维混凝土的抗压、抗拉强度、断裂能和抗弯韧性得到显著提高 ,其中I3 0 韧性指数提高了 2 0 0 % ,断裂能提高了 2 1
4)  hybrid fiber
混杂纤维
1.
Fracture properties of hybrid fiber reinforced high-strength concrete;
混杂纤维高强混凝土断裂性能
2.
Experimental study of flexural behavior of hybrid fiber reinforced deep beam;
混杂纤维增强混凝土深梁受弯性能试验研究
3.
Fracture analysis of hybrid fiber reinforced cementitious composites;
混杂纤维水泥基复合材料断裂分析
5)  hybrid fibre
混杂纤维
1.
The formulation design of hybrid fibre for braking friction material by the H Scheffe typical polynomial regression model was presented, regression equation was gained by means of stepwise regression optimization method in SPSS, and the optimum point and value of the objective function was obtained by the complex method of multivariate bounded function.
采用HScheffe典型多项式回归模型进行无石棉制动材料混杂纤维的配方设计,利用SPSS中逐步回归的方法求回归方程,并采用多变量约束函数的复合形法求得目标函数的最优点和最优值。
2.
Based on the experiments of the workability of the fresh concrete mixtures and the compressive performance of the concrete reinforced by glass and hybrid fibre, experimental data of concrete with different fibres and fibre contents were used as reference.
本文对掺玻璃纤维和混杂纤维自密实混凝土的抗压强度及其新拌混合物的工作性进行了试验研究,以用不同类型纤维,相同类型不同掺量的纤维自密实混凝土试验数据为依据。
3.
This paper elaborates the mechanism of fibre reinforced concrete and introduces the investigation actuality of hybrid fibre reinforced concrete.
本文阐述了纤维混凝土的增强机理,对混杂纤维增强混凝土的特性、机理、研究现状和应用进行了探讨。
6)  short fibers hybrid
短纤维混杂
补充资料:混杂纤维增强树脂基复合材料
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CAS号:

性质:以两种或两种以上的纤维增强的树脂基复合材料。常用的有玻璃纤维、碳纤维、芳纶和硼纤维。树脂基体主要有酚醛、环氧、不饱和聚酯及某些热塑性聚酯树脂。混杂方式有纤维组合混杂、层内、层间与夹芯综合混杂、交替纤维层间混杂、不同纤维的夹芯混杂及层内纤维混杂等,后三者较常用。适用一般成型方法,例如接触成型、低压成型、层压成型等。广泛用于航空、航天、机械制造、交通运输和建筑等工业领域中,例如火箭发动机壳体、直升飞机旋翼、卫星天线和船体、建筑用工字梁等。

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