高强玻璃纤维

3种纳米粒子对高强玻璃纤维增强EAM树脂复合材料桩钉基体树脂力学性能的影响

Effects of three different nanometer particles on mechanical properties of dental FRC posts matrix resin

目的研究3种纳米粒子对新研制的高强玻璃纤维增强EAM树脂复合材料（FRC）桩钉基体树脂力学性能的影响。

Objective To study the effects of three different nanometer particles on the mechanical properties of EAM resin .

本文通过试验研究结果论述了技改型S2高强玻璃纤维无捻粗纱的技术性能及其在军工及民用复合材料制品上的应用性能。

This paper describes experimentally the technical properties of improved S2 high strength glass roving and its application properties of composites products in military and civil application .

选用环氧树脂体系、S-2高强玻璃纤维通过适当的缠绕工艺能制造出符合要求的HDPE内衬全复合材料压缩天然气气瓶。

Using the selected epoxy resin system and S-2 glass fiber and the proper filament winding processing , we can producing the composite CNG bottle with HDPE liners that completely satisfied the demands .

据此，决定以用进口碳纤维（CF）和国产高强玻璃纤维（SGF）混杂配制适于混凝土结构加固的HFRP作为第一阶段研究任务。

In the light of this , we decide to use imported carbon fiber ( CF ) and local high-strength glass fiber ( SGF ) to manufacture the HFRP which is adapted to concrete structure strengthening .

《缠绕用高强玻璃纤维无捻粗纱》标准介绍

Introduction to jc / t953-2005 high strength glass fiber rovings for filament winding

高强玻璃纤维/碳纤维混杂复合材料加固混凝土梁的抗弯试验研究

Experimental study on fiexural strength of hybrid cf / sgf composite strengthening concrete beams

高强玻璃纤维复合材料的铣削加工性能研究

Study on Milling of Glass Fiber-reinforced Composites

环氧树脂固化剂对高强玻璃纤维复合防弹板的力学性能影响分析

Analysis on the Effect of Curing Agent of Epoxy Resin on the Mechanical Properties of High Strength Glass Fiber Bulletproof Compostie Material

文章相信该标准的制订和实施，对推动我国高强玻璃纤维的健康发展具有重要意义。

The paper believes that the enactment and implementation of this standard are of important significance to the healthy growth of high strength glass fibers in China .

和实验值对照，外推得到的高强玻璃纤维的弹性常数和工程常数是相当准确的。

The elastic moduli and the engineering constant of the fiber can be obtained from the elastic moduli of the composite by fitting the experimental date in Halpin-Tsai equation .

本文进行了高强复合玻璃纤维加固RC梁在重复荷载作用下的弯曲性能试验研究。

This paper presents the flexural behavior of RC beams strengthened with advanced glass-fiber composites by conducting repeating loading test on six concrete beams .

S3高强玻璃及其纤维的性能

The properties of S3 high-strength glass and the fiber made thereof

高强复合玻璃纤维材料具有自重轻、强度高、施工方便和造价低等许多优点，在桥梁快速加固工程中具有良好的应用前景。

The composites with lighter weight , higher strength , easier construction and lower cost has the better application prospect on quick strengthening bridge beam .

采用高强复合玻璃纤维布进行旧桥加固，能够保证受力构件协同工作，结构整体受力，共同承担荷载。

Application of compound glass fiber cloth into the reinforcement of old bridges can guarantee the stress components to work jointly and provide an overall support against the load .

最后，由等效惯性矩法提出了高强复合玻璃纤维加固钢筋混凝土梁的正截面疲劳强度的验算方法。

At the end , by the method of equivalent inertial moment , a checking method is brought up about the fatigue strength of the cross-section of RC beam strengthened with advanced glass-fiber composites .

本文通过模拟实际桥梁在加固后的疲劳性能，根据7根试验梁，对采用高强复合玻璃纤维加固混凝土梁在重复荷载作用下的弯曲性能进行试验研究。

This paper tries to simulate the actual fatigue performance of reinforced bridge . By 7 experiment beams , the research is carried on about the flexural behavior of RC beams reinforced with advanced glass-fiber composites under cyclic loading .

本文对高强2号玻璃纤维（S2）增强环氧（TDE85-MCD体系）基复合材料单向板经自然库存与加速湿热老化后力学性能的变化进行了研究。

Mechanical properties of S 2 / TDE 85 ( S 2 glassfiber / Epoxy ) unidirectional laminate after natural storing and accelerated hydrothermal aging was studied .

高强4号玻璃纤维复合材料热膨胀性能研究

The study on linear thermal expansion of high strength fiberglass s4 / expoy composite

该产品是以高强无碱玻璃纤维通过国际先进的经编工艺制成网状基材，经表面涂覆处理而制成的半刚性制品。

This product is high e-glass fiber through international advanced knitting process , the net shape surface coating processing and made of semi-rigid products .

本文研究了两种环氧浇注体及其高强4号玻璃纤维复合材料的热膨胀行为，并根据公式计算了复合材料纵向和横向的热膨胀系数。

In the paper , the property of linear thermal expansion of two kinds of fiberglass S4 / expoy composites is reported , and the coefficients of linear thermal expansion of high strength fiberglass S4 are calculated .