单向连续碳纤维-玻璃纤维层间混杂增强环氧树脂基复合材料的力学性能

为了研究连续单向纤维的层间混杂方式对复合材料力学性能及破坏方式的影响,采用碳纤维-玻璃纤维体积比为1∶1,以拉-挤成型法制备了具有不同层间混杂结构的连续单向纤维增强环氧树脂基复合材料,并研究了不同层间混杂结构的连续单向碳纤维-玻璃纤维增强环氧树脂基复合材料的力学性能及破坏形式。结果表明：具有层间混杂结构的复合材料抗拉强度处于纯碳纤维/环氧树脂复合材料和纯玻璃纤维/环氧树脂复合材料之间,复合材料的拉伸断裂方式为劈裂;具有层间混杂结构的复合材料的层间剪切强度均优于纯碳纤维/环氧树脂复合材料和纯玻璃纤维/环氧树脂复合材料,复合材料的剪切断裂方式为层间断裂。     

碳纤维-玻璃纤维层内混杂单向增强环氧树脂复合材料拉伸性能

采用不同混杂比的碳纤维-玻璃纤维层内经向混编单轴向织物制备了混杂纤维增强环氧树脂复合材料, 研究了不同混杂结构和不同混杂比的碳纤维-玻璃纤维/环氧树脂复合材料拉伸性能的变化及破坏形式。0°拉伸结果表明:同种混杂织物的不同混杂结构中, 碳纤维相对集中的完全对齐结构强度最高, 不同混杂比织物的完全对齐结构强度相当;碳纤维-玻璃纤维/环氧树脂复合材料的模量遵循混合定律。90°拉伸结果表明:纤维与树脂间的界面结合强度为碳纤维/树脂>玻璃纤维/树脂, 碳纤维-玻璃纤维/环氧树脂复合材料的强度、模量与材料厚度方向上界面的不同形式(单一或交替界面、碳纤维或玻璃纤维的分布位置等)有关, 与碳纤维的含量基本无关。      

原位混杂增强塑性复合材料

提出原位混杂复合材料的结构模型,以聚醚醚酮（PEEK）及聚碳酸酯（PC）为基体进行原位混杂复合,对所得的热致液晶聚合物（TLCP）微纤与宏观纤维混杂增强的TLCP／碳纤维（CF）／PEEK和TLCP／玻璃纤维（GF）／PC原位混杂复合材料的的加工流变学,几何学与力学特性进行了研究。     

混杂比对碳纤维-玄武岩纤维混杂增强环氧树脂基复合材料弯曲性能的影响

将玄武岩纤维置于混杂铺层的压缩侧,研究了碳纤维-玄武岩纤维混杂增强环氧树脂基复合材料的弯曲性能及混杂比对其弯曲性能的影响。通过对试样进行三点弯曲试验得到了材料的弯曲性能,并通过扫描电子显微镜观察材料的失效模式。与纯碳纤维增强环氧树脂基复合材料相比,当混杂比为16.7%和33.3%时,混杂复合材料的弯曲强度明显提升,弯曲强度分别提高12.4%和15.2%,但是其弯曲模量随着混杂比的提升而降低。混杂后的材料及玄武岩纤维增强环氧树脂基复合材料的失效位移都高于碳纤维增强环氧树脂基复合材料,断裂韧性明显提升。从侧面观察可以发现不同铺层在压缩侧、拉伸侧和中间层有不同的失效形式。      

玄武岩纤维-碳纤维混杂平纹织物增强环氧树脂基复合材料的制备与力学性能

对以平纹织物为增强体的混杂纤维复合材料（HFRP）的刚度和强度进行研究。设计热压工艺并制备7组具有不同混杂比的玄武岩纤维-碳纤维（玄-碳）混杂增强环氧树脂基复合材料试样进行拉伸试验。基于平纹织物的结构特征,对传统混合定律加以修正,提出以平纹织物为增强体的HFRP刚度估算模型。基于HFRP层合板的破坏机制,提出材料仅发生一次破坏的临界混杂比,并分成三个混杂比范围给出强度估算模型。最终以体现分散度的混杂效应系数对估算结果加以修正。结果表明：计算值与试验值近似,预估模型计算所得临界混杂比与试样拉伸试验时的应力-应变曲线分析结果相符,模型可为今后的实际应用提供理论依据。本文提出的预估方法可以反应混杂比和分散度对平纹织物为增强体的HFRP强度和刚度的影响,扩展了混合定律的应用范围。     

原位混杂增强热塑性复合材料

提出原位混杂复合材料的结构模型,以聚醚醚酮(PEEK)及聚碳酸酯(PC)为基体进行原位混杂复合.对所得的热致液晶聚合物(TLCP)微纤与宏观纤维混杂增强的TLCP/碳纤维(CF)/PEEK和TLCP/玻璃纤维(GF)/PC原位混杂复合材料的加工流变学、几何学与力学特性进行了研究.     

UHMWPE纤维/碳纤维混杂复合材料性能研究

用层内及层间混杂方式制备了超高相对分子质量聚乙烯(UHMWPE)纤维/碳纤维混杂复合材料,对复合材料的力学性能、动态力学性能(DMA)及微观形貌(SEM)进行了分析比较.结果表明,层内混杂复合材料的综合性能好于层间混杂复合材料,层内混杂复合材料的冲击强度在UHMWPE纤维相对于碳纤维质量分数为43%时有最大值423.3kJ/m2,层内混杂复合材料的贮能模量(E')、损耗因子(tanδ)和损耗模量(E')明显地向高温方向移动,混杂复合材料的玻璃化温度(Tg)及模量分别比UHMWPE复合材料提高了2倍和3倍.     

环氧树脂混杂复合材料的阻尼性能研究

从本文研究的混杂复合材料阻尼特性的影响因素看,玻璃纤维和碳纤维混杂复合材料中两种纤维对阻尼性能和力学性能的作用和贡献是不同的。经GF/CF混杂后,复合材料的阻尼性能符合混合率,阻尼因子界于GF复合材料和CF复合材料的之间。另外,纤维zk强复合材料的模量变化和玻璃化转变温度受所加纤维的种类、含量和混杂效果的影响。     

玻璃/苎麻纤维混杂复合材料力学性能研究

混杂纤维增强复合材料由于可以综合利用各种纤维的优点,极大的提高了复合材料的性能,拓展了复合材料的适用范围。本文采用玻璃纤维和苎麻纤维混杂酚醛树脂制备复合材料,研究了复合材料混杂比和铺层顺序对混杂纤维复合材料力学性能的影响。从结果可以看出,玻璃纤维和苎麻纤维的不同比例对混杂复合材料的力学性能有着显著的影响,而采用玻璃纤维作为芯层的时候可以获得较好的拉伸性能,采用苎麻纤维作为芯层的时候可以获得较好的弯曲和剪切性能。     

Characteristics of continuous unidirectional kenaf fiber reinforced epoxy composites

Kenaf fibers generally has some advantages such as eco-friendly, biodegradability, renewable nature and lighter than synthetic fibers. The aims of the study are to characterize and evaluate the physical and mechanical properties of continuous unidirectional kenaf fiber epoxy composites with various fiber volume fractions. The composites materials and sampling were prepared in the laboratory by using the hand lay-up method with a proper fabricating procedure and quality control. Samples were prepared based on ASTM: D3039-08 for tensile test and the scanning electron microscopy (SEM) was employed for microstructure analysis to observe the failure mechanisms in the fracture planes. A total of 40 samples were tested for the study. Results from the study showed that the rule of mixture (ROM) analytical model has a close agreement to predict the physical and tensile properties of unidirectional kenaf fiber reinforced epoxy composites. It was also observed that the tensile strength, tensile modulus, ultimate strain and Poisson’s ratio of 40% fiber volume content of unidirectional kenaf fiber epoxy composite were 164 MPa, 18150 MPa, 0.9% and 0.32, respectively. Due to the test results, increasing the fiber volume fraction in the composite caused the increment in the tensile modulus and reduction in the ultimate tensile strain of composite.     

单向碳纤维增强树脂基复合材料的超低温力学性能

采用真空袋-热压罐工艺制备单向碳纤维增强树脂基复合材料(CFs/EP)层合板,并将高低温试验箱与万能试验机相结合,通过合理使用低温胶和低温引伸计,并在降温过程中实施应力-应变实时调零等关键技术,在室温和液氧超低温度(-183℃)下对单向CFs/EP层合板进行拉伸和弯曲试验,研究了其超低温力学性能,并根据室温和超低温试验后试样的微观和宏观特征,揭示了超低温环境下复合材料力学性能变化机制。结果表明,与室温力学性能相比,单向CFs/EP层合板超低温拉伸强度下降约为9.5%,而拉伸模量上升约为6.2%,主要是由于超低温环境下,树脂的收缩使绝大部分碳纤维与树脂间形成了强界面,拉伸后试样呈"劈裂式"破坏形式,无法使每根纤维都充分发挥其强度,拉伸强度下降,同时超低温也限制了树脂大分子链的运动,所以导致单向CFs/EP层合板拉伸模量上升;单向CFs/EP层合板超低温弯曲强度和弯曲模量分别提高约54.75%和11.64%,这是由于单向CFs/EP层合板的常温和超低温的弯曲破坏形式均为分层剪切破坏,超低温下复合材料的界面增强,提高了单向CFs/EP层合板抵抗剪切分层的能力,进而使CFs/EP的弯曲性能得到提高。     

Effects of interphase properties in unidirectional fiber reinforced composite materials

A micromechanical study has been performed to investigate the mechanical properties of unidirectional fiber reinforced composite materials under transverse tensile loading. In particular, the effects of different properties of interphase within the representative volume element (RVE) on both the transverse effective properties and damage behavior of the composites have been studied. In order to evaluate the effects of interphase properties on the mechanical behaviors of unidirectional fiber reinforced composites considering random distribution of fibers, the interphase is represented by pre-inserted cohesive element layer between matrix and fiber with tension and shear softening constitutive laws. Results indicate a strong dependence of the RVE transverse effective properties on the interphase properties. Furthermore, both the damage initiation and its evolution are also clearly influenced by the interphase properties.     

Vibration welding of a unidirectional continuous glass fiber reinforced polypropylene GMT

This paper presents experimental results of vibration welding of a continuous fiber GMT composite of E-glass glass fiber reinforced polypropylene. Vibration welding parameters investigated were vibration time, clamping pressure and vibration amplitude. The effects of these parameters on penetration and lap shear strength of the composite were determined. It was shown that clamping pressure and vibration time should be properly selected to optimize the lap shear strength. Temperature measurements made during vibration welding showed the importance of these two parameters on the interface temperature required for proper vibration welding.     

连续碳纤维增强水泥基复合材料的传感特性研究

修补和加固的在役混凝土结构需要有效的手段来监测和评定其安全状况。研究了连续碳纤维增强水泥基复合材料三点弯曲梁在不同加载方式下,其电阻与变形之间的变化规律,探究连续碳纤维增强水泥基复合材料的传感特性。结果表明,连续碳纤维增强水泥基复合材料试样的应变-电阻敏感度高于电阻应变片,线性度、滞后性较好,蠕变小,稳定性较好。据此,可将连续碳纤维增强水泥基复合材料用来制作感知结构损伤的传感器,实现对大型土木结构的在线健康监测。如果将其用作修补材料,那么在修补加固破损结构的同时,还可利用其应变-电阻敏感性长期在线动态监测结构的损伤及修补质量。