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1)  skein of other size
纤度混杂
2)  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
3)  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。
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 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。
6)  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。
补充资料:层间混杂复合材料
分子式:
CAS号:

性质:由两种或两种以上的单种纤维层相间复合而成的混杂复合材料。所谓相间复合,可以是异种纤维层交替铺叠,也可以是不等厚度的异种纤维层组间隔铺层。这种混杂形式又称B型混杂。铺叠形式的不同,可得到混杂界面数不同的混杂复合材料。通常是根据力学性能要求来决定铺叠形式。一般多为对称铺叠。纤维层或纤维铺层组为单向纤维排列的无纬布预浸料或编织物预浸料。层间混杂复合材料是混杂复合材料中应用最多的一种。混杂界面数不同的层间混杂复合材料,其性能是有差异的。一般,混杂界面数增多,异种纤维的分散程度增大,相互制约能力加强,因而抗损伤能力增强。层间混杂复合材料的拉伸强度随混杂界面数的增多而提高。而拉伸模量几乎不变。

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