缅怀龚老一代“光纤人”,牢记使命,继续前进!纪念中国光学学会纤维光学与集成光学专业委员会成立36周年

20世纪50年代,光学纤维初问世之时,中国科学院学部委员龚祖同教授就敏锐地感觉到这种能"转弯抺角"传输光能的光纤是材料科技领域的一个重大革新!他决心在中国开展这方面的研究工作。1962年,龚老担任新成立的中国科学院西安光学精密机械研究所(后文简称"西安光机所")所长,立即组建了光学纤维研究室和光学玻璃研究组。     

PREPARATION AND CATALYTIC ACTIVITY OF BIOACTIVE FIBERS

Two kinds of water-soluble metallophthalocyanines, binuclear cobalt phthalocyanine （Co2Pc2） and binuclear ferric phthalocyanine （Fe2Pc2）, were synthesized through phenylanhydride-urea route and characterized by elemental analysis and FT-IR spectra. Binuclear metallophthalocyanine derivatives （Mt2Pc2） were immobilized on silk fibers and modified viscose fibers to construct bioactive fibers of mimic enzyme. Mt2Pc2 was used as the active center of bioactive fibers, viscose and silk fibers as the microenvironments. The catalytic oxidation ability of bioactive fibers on the malodors of methanthiol and hydrogen sulfide was investigated at room temperature. The experimental results indicated that the catalytic activity of such bioactive fibers was closely correlative to the types ofbioactive fibers and substrates.     

能谱法和催化光度法测定无机纤维中铁含量的比较研究

本文研究了铁(Ⅲ)在酸性介质中催化抗坏血酸(Vc或H2A)还原4-硝基-3’-甲基-氨基偶氮苯的褪色反应,拟定了反应的最佳条件,探讨了反应机理,建立了催化动力学测定痕量铁的新方法,该方法的检出限为2.98×10~(-11)g·mL-1,线性范围为0-200 ng·(25 mL)-1。比较了X射线能量色散谱法和催化光度法在玄武岩纤维样品中铁含量的测定,结果误差为2.89％。     

混凝土动态劈裂拉伸试验的数值模拟

采用LS-DYNA有限元编码程序，对混凝土的动态劈裂拉伸试验进行了数值模拟，给出了混凝土试样在不同类型加载情况下应力分布之间的差异，证实了动态劈裂拉伸试验的有效性，提出了改进试验方法的若干结论．     

Controlling the gain shape of Er^3＋—doped fluorozirconate fibre amplifier by a coherent field

We proposed a four-level system to explore the quantum interference effects on optical amplification.We found that the gain of the probe.including positions and values of gain peaks,can be adjusted by changing the coherent field and the incoherent pumping.At the same time,we can also modify the absorption profile of electromagnetically induced transparency by the incoherent pump.The results provide a method to flatten the gain of Erbium-doped fibre amplifiers.     

POROSITY CALCULATION OFMIXTURES OF FIBROUS PARTICLES

The initial forming of fiber blend to high green density, i.e. the packing of fibrous particles, is important to the reinforcement of composite materials. It is very useful to develop a general predictive method for the optimum selection of particle mixtures for the property control of ceramic or composite products. This paper presents such a mathematical model developed on the basis of the similarity analysis between the spherical and non-spherical particle packings and assesses its applicability to the packing of fibrous particles with discrete and/or continuous length distributions. The results indicate that the model can predict this packing system well and hence provide an effective way to solve various packing problems in the composite materials processing.     

混凝土靶球形腔膨胀侵彻模型应用

Bishop等人于1945年开始用解析方法研究侵彻机理，导出了柱形腔和球形腔的准静态v膨胀方程，后来这种方法被称为空腔膨胀理论。目前，空腔膨胀理论已经在多种不同材料靶的侵彻研究中获得较为普遍的应用。Forrestal等人于1997年提出了一个适用于混凝土材料靶的球对称空腔膨胀侵彻模型，模型对靶结构的描述是将其压力与体积应变的关系理想化为不可压或线性可压，而将剪切强度与压力的关系理想化为由一拉伸阈值表示的Mohr-Coulomb准则。     

Fabrication of Long-Period Fibre Gratings Using 800 nm Femtosecond Laser Pulses

Long-period fibre gratings inside standard single-mode optical communication fibres are successfully fabricated with infrared femtosecond laser pulses. The refractive index perturbations are well confined within the fibre core by choosing the proper laser focusing parameters and translation speed of the fibre during the direct laser writing process. With the self-focusing effect considered and at a constant average irradiation dose of 1.62 × 10^3 J/（cm^2μm）, the threshold intensity for fabricating long-period gratings with infrared femtosecond laser pulses is determined to be 5.13 × 10^13 W/cm2.     

高强混凝土弯压极限应变试验研究与计算

由于混凝土材料理化特性的差异,高强混凝土的弯压极限应变明显地小于普通混凝土,依据试验结果分析了高强混凝土的弯压极限应变变化规律,并给出了它的计算公式.     

对《预应力混凝土配合比的优化》的质疑

贵刊90年第2期《预》文极有新意,但笔者有不少疑问。(以《预》代原题名,以砼代混凝土) 根据钢筋混凝土施工及验收规范GBJ204—83和GBJ107-87两种国标都规定要符合2个条件才能判别为合格. ①Rn-K.Sn≥0.85R标 ②R小≥0.85R标 式中Rn-n组试块强度平均值; K-合格判定系数n≥25时 K=1.60; R小—n组试块强度中最小值; R标-混凝土设计强度; Sn-n组试块强度的标准差; 按《预》文优化后R=4265kg/cm～2,而均方差和试块组的极小值都没说明.根据判定公式①计算结果344.2kg/cm～2≥340kg/cm～2刚好合格,而对于判别式②R小≥0.85R标难以通过. 现…