掺改性剂对水泥稳定碎石强度的影响研究

通过实验室试验,对掺SBR胶乳及聚丙烯纤维水泥稳定碎石强度进行了研究,比较了SBR胶乳及聚丙烯纤维对水泥稳定碎石性能的改善效果。结果表明：SBR胶乳和聚丙烯纤维都能有效提高水泥稳定碎石的抗拉强度与抗折强度,能够很好的改善水泥稳定碎石基层材料的抗裂性能,其中聚丙烯的改善效果更好。     

汽车自动变速器示教板的设计

利用单片机控制发光二极管和光纤来模拟汽车自动变速器的油路、阀体及其故障现象,采用键盘和LED显示器进行人机交互,成功地模拟了自动变速器的核心技术--自动换档功能.该软件设计操作方便简单,使学生能够清晰地领会自动变速器的工作原理.     

线性啁啾光纤Bragg光栅的分段切趾技术

基于耦合模理论和传输矩阵法,引入分段切趾变迹)技术,对线性啁啾光纤BRAGG光栅进行分析.以5段对称切趾为例,对切趾后光纤的反射谱、时延曲线等特性进行数值分析,对比传统的单一函数完全切趾和对称切趾技术,说明分段切趾对光纤光栅性能的优化作用.     

视神经神经纤维和胶质细胞研究进展

对视神经神经纤维和胶质细胞的研究进展作了综述。主要包括视神经纤维的结构、数量、直径及其对兴奋的传导速度和视神经胶质细胞结构。     

纤维混凝土抗渗性能试验研究

通过对两种不同长度、三种不同纤维掺量的混凝土试件和普通无纤维混凝土试件进行抗渗试验的对比,研究了在混凝土中掺入不同长度、不同掺量的聚丙烯纤维对混凝土抗渗性能的改善效果及影响规律,探讨了水泥基纤维混凝土的抗渗机理及性能特点。     

嵌织式抗静电织物导电纤维配置方式探讨

从导电纤维和含导电纤维抗静电织物消除静电的过程和机理分析入手,对不同导电纤维配置方式的抗静电织物带电量对比数据进行了分析比较,从织物的组织结构、几何结构相和生产实践的角度,对嵌织式抗静电织物中导电纤维的不同配置方式进行了探讨。     

长期大运动量耐力训练对大鼠肾动脉组织学影响的研究

通过对耐力训练大鼠肾动脉的零应力状态下的张开角、组织学组成成份的变化,探讨耐力训练对肾动脉的张开角和微观组织结构的影响.结果表明,耐力训练组大鼠肾动脉张开角与对照组相比明显减小(P<0.05);耐力训练组大鼠肾动脉的弹性纤维、胶原纤维的含量与对照组没有显著性差异(p>0.05),C/E没有显著差异(p>0.05);耐力训练组大鼠的平滑肌的相对面积显著减小(p<0.05),而平滑肌的细胞核数并无显著差异(p>0.05),单个平滑肌的相对面积显著减小(P<0.05).因此,长期耐力运动训练主要导致肾动脉中平滑肌的重建.     

掺铒光纤激光器稳定特性分析

本文研究掺铒光纤激光器的瞬时变化特性以及动力学行为特点,分析了激光及光子数密度波动变化特点以及一级近似光子数密度波动函数.当泵浦起伏具有高斯白噪声特点时,泵浦起伏增加了激光的波动特性.在共振现象中,光子数密度的波动幅值随着离子浓度和光子寿命的增加而变大且激光的波动增强,但相对值却变小了.     

Numerical Simulation of a Mathematical Model for Dry/Wet-Spun Nascent Hollow Fiber Membrane

NomenclatureCsh—solventconcentrationinanascenthollowfiber ( g·cm-3 )fo—dragcoefficientattheexternalsurfaceofanascenthollowfiberF( γE)—materialfunctiondefined (Eq .( 2 ) )g—gravitationalfunction ( 980cm·s-2 )G(Csh)—materialfunctiondefined (Eq .( 2 ) )Ho—thecombinedreciprocalradiiofthecurvaturesattheouterskinofthenascenthollowfiber (cm-1)L—air gapdistance (cm )Ri—innerradiusofanascenthollowfiber (cm)Ro—outerradiusofanascenthollowfiber (cm)R′o,R″o—thefirstandsecondorderderivat…     

Strengthening reinforced concrete beams using prestressed glass fiber-reinforced polymer-Part Ⅰ: Experimental study

This work is aimed at studying the strengthening of reinforced concrete (R. C.) beams using prestressed glass fiber-reinforced polymer (PGFRP). Carbon fiber-reinforced polymer (CFRP) has recently become popular for use as repair or rehabilitation material for deteriorated R. C. structures, but because CFRP material is very stiff, the difference in CFRP sheet and concrete material properties is not favorable for transferring the prestress from CFRP sheets to R. C. members. Glass fiber-reinforced polymer (GFRP) sheets with Modulus of Elasticity quite close to that of concrete was chosen in this study. The load-carrying capacities (ultimate loads) and the deflections of strengthened R. C. beams using GFRP and PGFRP sheets were tested and compared. T- and ⊥-shaped beams were used as the under-strengthened and over-strengthened beams. The GFRP sheets were prestressed to one-half their tensile capacities before being bonded to the T- and l-shaped R. C. beams. The prestressed tension in the PGFRP sheets caused cambers in the R. C. beams without cracks on the tensile faces. The PGFRP sheets also enhanced the load-carrying capacity. The test results indicated that T-shaped beams with GFRP sheets increased in load-carrying capacity by 55% while the same beams with PGFRP sheets could increase load-carrying capacity by 100%. The ⊥-shaped beams with GFRP sheets could increase load-carrying capacity by 97% while the same beams with PGFRP sheets could increase the loading-carrying capacity by 117%. Under the same external loads, beams with GFRP sheets underwent larger deflections than beams with PGFRP sheets. While GFRP sheets strengthen R. C. beams, PGFRP sheets decrease the beams' ductility, especially for the over-strengthened beams (⊥-shaped beams).