基体损伤对片状纤维复合材料弹性性能的影响

应用Ｅｓｈｅｌｂｙ等效夹杂理论和Ｍｏｒｉ－Ｔａｎａｋａ的平均化方法建立片状纤维复合材料的细观损伤力学理论，将损伤模型处理为随机“连桥”问题，给出这种宏观正交各向同性材料的９个独立弹性常数的显式表达式，并研究基体材料中孔洞形状及体积含量和裂纹密度对材料整体弹性性能的影响。     

纤维混杂对超高性能纤维增强水泥基复合材料力学性能的影响

采用最紧密堆积理论对UHPFRC进行配合比设计,并通过应用Excel Solver Tool进行编程求解,实现了UHPFRCC符合体系的理论设计,利用石灰石粉改善流动性的作用得到最终配合比。基于基准配合比,研究了钢纤维与合成纤维混杂对UHPFRCC的力学性能的影响。试验结果表明：基于Dinger-Funk模型可实现自密实UHPFRCC的配合比设计;混杂纤维可增强UHPFRCC的抗压强度,但抗折强度有所降低;相比于单掺2%钢纤维的UHPFRCC,合成纤维的取代掺入均降低了UHPFRCC的抗压强度和抗折强度。     

UHMWPE纤维针织增强体复合材料制备及性能研究

采用平板硫化机制备UHMWPE纤维针织增强体复合材料,确定基体配制的工艺,同时对改性前后的UHMWPE纤维针织增强体复合材料的拉伸性能、弯曲性能、压缩性能及层间剪切性能等基本力学性能进行了探究,分析了不同增强体下复合材料的破坏情况。实验结果表明,最佳的基体工艺为:环氧树脂:固化剂=10:3,稀释剂丙酮10%,扩散剂邻苯二甲酸二丁酯20%,混合温度50℃,搅拌时间20min;对比分析改性前后的针织增强体复合材料的力学性质,增强体选用罗纹半空气层衬纬组织更为理想。     

纤维增强水泥基复合材料研究的若干问题探讨

对水泥基材料耐久性差的主要原因，纤维在水泥基材料中可能存在的主要增强作用，影响纤维增强效果和复合材料耐久性的主要因素及该材料主要力学性能有关研究模型进行了综述，分析了研究中存在的问题及今后的研究趋势。     

关于温度对树脂基复合材料性能影响的研究进展

归纳和总结了近几年来关于温度对树脂基复合材料的力学性能、阻尼性能、吸湿性能和电性能的影响方面的研究进展,对该领域的重要研究成果作了详细介绍.并指出目前研究都局限于单一增强体结构,与实际应用情况有较大差距,应进一步开展关于温度对不同增强体结构复合材料性能影响的对比研究.     

纤维增强复合材料加固混凝土柱的研究进展

基于纤维增强复合材料（FRP）约束混凝土柱的相关研究,从FRP约束混凝土柱的应力-应变关系、轴心受压和偏心受压力学性能、抗震性能以及有限元数值模拟等几个方面,对FRP约束混凝土柱的研究现状和各方面的相关控制因素进行了系统阐述,重点分析了FRP侧向约束强度、刚度、FRP类型、柱截面形状、未约束混凝土强度、倒角半径、截面长宽比等因素对约束效果的影响,为FRP加固混凝土柱的进一步研究提供了参考。     

聚苯硫醚/聚酰亚胺/氧化铝复合材料的制备与性能

向聚苯硫醚(PPS)和聚酰亚胺(PI)按90∶10比例(质量份比)混合物中,添加不同用量的氧化铝,利用平行双螺杆挤出机熔融共混制备了PPS/PI合金材料,考察了氧化铝用量对合金材料拉伸强度、弯曲强度、悬臂梁冲击强度、摩擦系数和磨损体积的影响。利用差热扫描量热仪(DSC)和热失重分析仪(TGA)研究了合金材料的结晶行为和热失重性能;同时在扫描电子显微镜(SEM)中观察了冲击断面形貌和摩擦面形貌。结果表明：氧化铝的加入对复合材料力学性能、耐摩擦性能和热性能有较大影响,并能够有效诱导PPS进行结晶。SEM观察发现,随氧化铝用量增加,摩擦面形貌表现为更加光滑,用量超过15质量份后,氧化铝分散效果变差。     

成型温度对纤维增强注塑熔接线拉伸性能的影响

熔接线性能不仅取决于材料性能,而且取决于成型工艺条件.通过对不同成型温度条件下PA66(Zytel 70G33L)熔接线强度的实验研究发现,随着熔体温度的升高,有熔接线和或无熔接线的试样拉伸强度都会随着温度的升高而升高;但在没有熔接线的情况下,拉伸强度的变化非常缓慢,在成型温度范围内,这种变化一般不会超过5%,而对于具有熔接线的试样,这种变化接近20%,数值分析结果显示,纤维的取向和不同的Skin-Core-Skin结构上的变化是决定熔接线强度的主要因素.     

温度对碳纤维增强复合材料力学性能的影响

基于ANSYS软件建立了碳纤维增强复合材料有限元模型,采用Newmark法对不同温度下碳纤维增强复合材料的力学性能进行研究。结果表明:温度对碳纤维增强复合材料的应力、变形均有较大影响,碳纤维增强复合材料的应力在25~80℃时,随温度的升高呈明显上升趋势,当温度达到80~100℃时,由于复合材料中的树脂达到其软化温度,碳纤维增强复合材料承载能力显著降低,而100℃之后应力随温度增加呈平缓下降趋势;碳纤维增强复合材料的变形在25~120℃时始终呈上升趋势。     

Electromagnetic shielding and absorption properties of fiber reinforced cementitious composites

In order to investigate the electromagnetic shielding effectiveness (SE) and absorbing properties of fiber reinforced concrete, steel fiber, carbon fiber and synthetic polyvinyl alcohol (PVA) fiber reinforced concrete were researched. The results show that with the increase of fiber volume fraction, the SE and trend of frequency change of corresponding fiber reinforced concrete are enhanced. When the volume content of steel fiber is 3%, the SE of concrete is above 50 dB and its frequency is above 1.8 GHz. Moreover, in the range of 8-18 GHz, steel fiber, carbon fiber and PVA fiber all can improve the microwave absorption properties of concrete. The concrete with 0.5% carbon fiber can achieve the best absorbing property, the minimum reflectivity is about -7 dB; while steel fiber optimal volume fraction is 2%. The reflectivity curve of PVA fiber reinforced concrete fluctuates with the frequency, and the minimum value of the reflectivity is below -10 dB. The results show that fiber reinforced concrete could be used as EMI(electromagnetic interference) prevention buildings by attenuating and reflecting electromagnetic wave energy.     

Multiwalled carbon nanotubes reinforced alumina composites

1wt% multiwalled carbon nanotube (MWNTs) reinforced alumina composites was sintered to full density by spark plasma sintering. And pure alumina and graphite/alumina composites were also prepared by the same way for comparison. Indentation and single edge V-notched beam (SEVNB) toughness were measured respectively. The experimental results show that MWNTs could not improve toughness of alumina too much as that once expected. And SEVNB toughness was more valid than indentation toughness.     

椰壳纤维/ES复合材料的吸水性能

采用椰壳纤维为增强体,以ES纤维作为基体材料,制备椰壳纤维/ES复合材料,并采用直接浸润吸水法对复合材料的吸水性能进行测试.结果表明:浸泡时间越长,板材吸水越多,但在吸水过程中板材的吸水速率呈现递减趋势;复合材料成型温度对其吸水性能有着高度显著的影响,成型温度越低,吸水率越高;提高成型温度可减少复合材料中的空隙,降低吸水率,有利于提高复合材料的耐水性.     

Fracture and tensile properties of polyvinyl alcohol fiber reinforced cementitous composites

Experiments were carried out to design polyvinyl alcohol （PVA） fiber reinforced cementitous composites （PVA-FRCCs） holding high ductility and energy consumption ability. Besides, the properties of each ingredients in composites, mixing method and technology for fresh mixture were described in detail. Then, the pseudo-strain-hardening （PSH） behavior was investigated in uniaxial tension test. As a result, the maximum ultimate tensile strain can reach 0.7 percent. On the other hand, the single edge notch （SEN） thin sheet specimens were employed to gain the normal tensile load via crack mouth opening displacement （CMOD） curves, which can show obvious PSH behavior. In addition, the curves can be divided into four zones whose fracture toughness calculation methods were discussed. The wedge splitting （WS） test method can be applied to discuss the fracture toughness. Moreover, fracture energy of SEN and WS specimens were both approximately evaluated.     

Microstructure of Steel Fiber Reinforced Polymer—cement—based Composites

Mercury intrusion porosimetry was used to measure the pore structure of steel fiber reinforced polymer-cement-based bomposite.The results indicate that the large pore volume decreases by 57.8%-51.2% and by 87.1%-88% with the addition fo steel fibers and polymers respectively.When both steel fibers and poly-mers are simultaneously added, the large pore volume decreases by 88.3%-90.1% .As a surface active materi-al ,polymer has a favorable water-reduced and forming-film effect, which is contributed to the decrease of the thick-ness of water film and the improvement of the conglutination between the fibers and the matrix.Polymers could form a microstructure network.This network structure and the bone structure of cement hydration products penetrate each other and thus the interpenetrating network with sticky aggregate and steel fiber inside forms.     

碳纤维与玻璃纤维增强聚合物复合材料耐久性

通过快速碳化、模拟海水潮汐作用的干湿循环、冻融循环作用以及纵向拉伸试验,研究了特定环境对碳纤维与玻璃纤维增强聚合物复合材料(CFRP与GFRP)纵向受拉性能的影响.试验结果表明:CFRP在这三种环境下强度变化不大,弹性模量有所提高,延伸率在干湿循环下略有降低.GFRP的力学性能在这三种环境下也都有不同程度的退化.湿度或水分和温度变化是影响FRP性能的重要环境因素.     

玻璃纤维的含量对复合材料的力学性能影响及表征研究

为研究不同质量分数的玻璃纤维对增强聚丙烯复合材料力学性能的影响,选择直径为10μm的玻璃纤维制备复合材料小样.测试在不同质量分数时材料的拉伸强度、弯曲弹性模量等力学性能,并应用扫描电镜(SEM)对其微结构进行表征.结果表明:玻璃纤维质量分数对复合材料的取向分布有很大影响,随着玻璃纤维质量分数增加,拉伸强度增大,但弯曲弹性模量、弯曲强度变化不明显.此外,随着质量分数的增加,复合材料的脆性变大;SEM分析表明复合材料中玻璃纤维有一定的取向且分布相对均匀,玻璃纤维和复合材料基体结合良好.     

Processing and performance of 2D fused-silica fiber reinforced porous Si_3N_4 matrix composites

Two-dimension(2D)fused-silica fiber reinforced porous silicon nitride matrix composites were fabricated using slurry impregnation and cyclic infiltration with colloidal silica sol.The microstructure and fracture surface were characterized by SEM,the mechanical behavior was investigated by three-point bending test,and the dielectric constant was also measured by impedance analy- sis.The microstructure showed that the fiber and the matrix had a physical bonding,forming a clearance interface.The mechanical behavior suggested that the porous matrix acted as crack deflection,and the fracture surface had a lot of fiber pull-out.However,the interlaminar shear strength was not so good.The dielectric constant of the composites at room temperature was about 2.8-3.1.The relatively low dielectric constant and non-catastrophic failure indicated the potential application in the radome materials field.     

复合材料桥联问题中的半桥问题

针对纤维增强复合材料的半桥问题，即部分桥联增韧的问题，给出了数值计算结果。由此得到了一个近似解析解--应力强度因子线性模型。利用这一模型，根据纤维基体界面强弱的不同情况，分别给出了III型裂纹的若干强度条件。     

溶剂法回收玻璃纤维/环氧复合材料的试验研究

为了解决现有化学回收法技术不适用于热固化体系的问题,采用溶剂法从玻璃纤维／环氧复合材料成功回收了玻璃纤维．在90℃的8mol／L分解液作用下,12h即可将复合材料中的环氧树脂基体分解为低分子含苯环有机物,回收到外观清洁的玻璃纤维．当分解温度为90℃,酸液浓度为8mol／L,投料比为6g：100mL时,回收纤维的单丝拉伸强度损失为5．2％．以分解时间、回收纤维强度损失为考查指标,利用正交实验法对分解条件进行优化,得到各因素的影响次序：浓度为最重要因素、温度次之、投料比影响最小．