钢纤维钢筋混凝土梁斜截面抗剪能力试验研究

钢纤维钢筋混凝土梁可以不配置抵抗斜截面破坏的横向钢筋。对于不配置横向钢筋的钢纤维钢筋混凝土梁的受力性能,国内外所进行的研究还较少,至今对于其斜截面抗剪能力尚未能提出较为合理的计算方法。因此,本文通过试验和分析,探讨影响钢纤维钢筋混凝土梁斜截面抗剪能力的主要因素,提出其斜截面抗剪能力的计算公式,以供今后编制有关规范或规程参考采用。 1试验简介     

具有任意折射率分布圆光纤的标量近似有限元分析

应用标量近似有限元技术,对具有任意折射率分布圆光纤的传播常数进行了计算,计算结果表明,此法比其它近似方法或精确方法的精度高、所用的矩阵维数少。     

阻燃剂对共混腈纶结构和性能影响的研究

本研究采用广角x射线衍射、扫描电子显微镜、氧指数测定和热分析等方法,对添加不同量含溴阻燃剂FR和协同剂Sb_2O_3的共混阻燃PAN纤维的结构和性能进行分析。研究表明,FR和Sb_2O_3的加入,降低了纤维高序区的规整性,但对结合单元的取向态结构和纤维的宏形态结构的影响较小;FR和Sb_2O_3协同,对AN纤维具有良好的阻燃性,不会使纤维的物理一机械性能明显劣化,但对纤维的热性能有不同程度的影响。     

光纤损耗测量中对光源谱宽误差的修正

在光纤损耗测量中,由光源谱宽产生的误差是影响测量精度的一个重要因素.本文从基本的物理概念出发,证明了光纤谱损耗是影响该误差的主要因素.根据误差修正公式计算了这类误差的大小,给出了一组适合1300nmLED的典型误差修正曲线,利用该曲线可方便地消除大部分由光源谱宽产生的误差.     

涤纶长丝单丝拉伸性能与复丝拉伸性能的比较

本文比较了涤纶长丝的单丝拉伸与复丝拉伸的断裂强度、断裂伸长及分布和初始模量。复丝的峰值断裂强度总是小于单丝断裂强度,但本文提出一种方法,可以通过复丝拉伸试验推得单丝断裂强度。复丝拉伸时,其中单丝的断裂伸长平均值与单丝拉伸时的断裂伸长平均值十分接近。但两者的分布相差很大。复丝的初始模量与单丝的相同。     

碳纤维增强有机－无机烧结合金型新材料的研究 （Ⅳ）有机高分子在无机材料中的热解机理及其表观活化能谱的研究

为探讨有机－无机烧结合金的形成机理,应用微量热重分析仪测定了不同环境条件下液体酚醛和沥青的热失重情况,并应用“表观活化能谱”的新概念详细分析了其热解机理,揭示了其变化的内在实质,为有机－无机高分子烧结合金的研究提供了可靠的理论依据．     

STRUCTURE OF THE ANTIMICROBIAL POLYPROPYLENE FIBER

The orientation degree, crystal structure and surface morphology of the antimicrobial polypropylene fiber, modified with ABD2, have been studied. When the content of antimicrobial agent is lower than 1.5%, ABD2 shows little effect on the orientation degree and surface morphology but influences the crystal structure. With increasing the content of ABD2, the antimicrobial fiber is easy to form into α-crystal while the crystallinity changes little and the variation of crystallite size does not follow apparent regularity.     

Evaluation of cable tension sensors of FAST reflector from the perspective of EMI

The active reflector of FAST(five-hundred-meter aperture spherical radio telescope) is supported by a ring beam and a cable-net structure,in which nodes are actively controlled to form series of real-time paraboloids.To ensure the security and stability of the supporting structure,tension must be monitored for some typical cables.Considering the stringent requirements in accuracy and longterm stability,magnetic flux sensor,vibrating wire strain gauge and fiber bragg grating strain gauge are screened for the cable tension monitoring of the supporting cable-net.Specifically,receivers of radio telescopes have strict restriction on electro magnetic interference(EMI) or radio frequency interference(RFI).These three types of sensors are evaluated from the view of EMI/RFI.Firstly,these fundamentals are theoretically analyzed.Secondly,typical sensor signals are collected in the time and analyzed in the frequency domain,which shows the characteristic in the frequency domain.Finally,typical sensors are tested in an anechoic chamber to get the EMI levels.Theoretical analysis shows that Fiber Bragg Grating strain gauge itself will not lead to EMI/RFI.According to GJB151 A,frequency domain analysis and test results show that for the vibrating wire strain gauge and magnetic flux sensor themselves,testable EMI/RFI levels are typically below the background noise of the anechoic chamber.FAST finally choses these three sensors as the monitoring sensors of its cable tension.The proposed study is also a reference to the monitoring equipment selection of other radio telescopes and large structures.     

倏逝波在锥形光纤折射率计中的传感作用

对锥形光纤模间干涉结构产生的倏逝波与模式有效折射率间的关系进行了理论计算与研究,并仿真得出随着外界折射率变化而移动的干涉光谱,以此在理论方面证明倏逝波的产生对提高波长解调型的锥形模间干涉折射率传感器的灵敏度起着至关重要的作用.基于倏逝波的吸收光谱法计算了锥形区域在不同轮廓线、不同锥区长度以及不同锥径时的倏逝波强度,对优化锥区形状提高折射率测量的灵敏度有所帮助.最后以拉锥的模间干涉光纤传感结构测量折射率的实验验证了理论计算的正确性.     

基于钢筋低周疲劳的桥墩地震易损性分析

基于Coffin-Manson钢筋疲劳损伤模型,采用非线性纤维梁柱单元,对纵筋采用HRB335和HRB500E的圆柱形桥墩拟静力试验进行数值模拟,研究拟静力作用下低周疲劳对钢筋和构件承载力退化的影响.为了进一步研究钢筋低周疲劳对试件累积损伤的影响,将Takemura和Kunnath提出的两组不同加载模式下的拟静力试验进行数值模拟.结果表明:基于Coffin-Manson模型,采用纤维单元,在材料层面上考虑钢筋的低周疲劳,可以较好地模拟试件在不同加载模式下的累积损伤和承载力退化.