PET/PTT复合纤维的卷曲性能与形态结构

以POY-DT和FDY工艺获得的不同规格、本色和有色PET/PTT复合纤维为研究对象,考察了纤维规格、工艺路线和色母粒对PET/PTT复合纤维的卷缩性能的影响,表征了复合纤维的轴向形态结构与断面结构,研究了纤维力学性能.结果表明,PET/PTT复合纤维的卷曲性能随着线密度的增加而升高,在130 dtex附近达到峰值;本...     

牙轮钻头强化用YQ4堆焊层组织性能研究

利用自主开发Ni-Cr-B-Si-Cu合金粉研制了YQ4堆焊焊条,采用氧乙炔堆焊工艺制作了堆焊试样,利用剪切实验测试了堆焊层强度,冲击磨料磨损实验测试了试样的耐磨性,利用扫描电子显微镜观察了断口显微组织特征.实验结果表明:YQ4硬质合金堆焊层中过渡层组织细小,耐磨层中脆性硬质合金相上均匀分布了韧性微孔结构低熔点合金,硬质合金分布致密、均匀、多层堆垛,基体与过渡层以及硬质合金之间结合良好,平均剪切强度600 MPa,高于牙轮钻头工作要求,抗冲击磨料磨损能力提高近2倍,在组织与性能上都满足牙轮钻头齿面强化要求.     

基于土性参数的土水特征曲线的预测方法

为了降低土水特征曲线测量成本,利用基本土性参数预测粒状土和黏塑性土的土水特征曲线.分析了土性参数与土水特征曲线之间的关系,说明了采用基本土性参数来预测土水特征曲线的合理性.给出了土水特征曲线的预测方法,分别对粒状土和黏塑性土取不同土性参数的情况进行了回归拟合,给出了相应的二元、三元及四元回归方程.并将回归计算的结果与实验拟合的土水特征曲线进行了对比,结果表明,本文方法可以很好地预测土水特征曲线的基本走势.     

再生混凝土粘结性能试验研究

为进一步在实际工程中推广应用再生混凝土,通过再生混凝土拔出试验,研究再生粗骨料、细骨料取代率,水灰比及锚固条件对再生混凝土抗压强度、粘结性能的影响.结果表明:再生混凝土的粘结强度随再生粗骨料取代率增加而增加,在粗骨料取代率约为60%时取得最大值,随后降低;再生混凝土的粘结强度随再生细骨料取代率增加而降低;再生混凝土的粘结强度优于普通混凝土;过多掺入再生粗、细骨料会降低再生混凝土抗压强度;降低水灰比可提高再生混凝土抗压强度及粘结强度,水灰比变化对再生混凝土抗压强度的影响较普通混凝土小;适当增加保护层厚度(≤3 d)及锚固长度可以提高再生混凝土粘结强度.     

双正交尺度函数的两尺度关系

构造了双正交尺度函数Lk^j（x）与Lk^j^-（x）的两尺度关系。首先给出了双正交尺度函数Lk^j（x）与Lk^j^-（x）的定义以及几个引理,通过这些得到了双正交尺度函数的两尺度关系式。     

参数多目标优化问题敏感分析

对于参数向量优化问题minK{f（ω,x）｜x∈G（ω）},其中f：W×X→Y是从赋范空间W和X的积到另一个赋范空间Y的Hadamard可微的单值映射,G：W→X是一个集值映射,K属于Y是一个尖闭凸锥。应用集值映射的余切上图导数进行了灵敏度分析。     

甘肃中部地区农村劳动力转移的问题及对策

摘 要 甘肃中部地区在农村劳动力转移过程中出现了从未有过的“五化”（整体人口低能化、劳动者队 伍的老龄化、村庄凋敝化、公共管理弱化、男性鳏夫化）现象。通过对该现象进行深入分析,有针对性地 提出了大力提高农村人口素质,创新农地产权制度,大力发展民营企业,着力推进农村就业公共服务体系 建设,有序、较快推进农村城镇化等对策建议。     

Investigations of ZnO thin films deposited by a reactive pulsed laser ablation

Highly transparent ZnO thin films were deposited at different substrate temperatures by pulsed laser deposition in an oxygen atmosphere. The thin films were characterized by various techniques including X-ray diffraction, scanning electron microscopy, optical absorption, and photoluminescence. We demonstrated that oriented wurtzite ZnO thin films could be deposited at room temperature using a high purity zinc target. Variable temperature photoluminescence revealed new characteristics in the band edge emission. The underlying mechanism for the observed phenomena was also discussed.     

Optical property of amorphous semiconductor mercury cadmium telluride from first-principles study

The structural and optical properties of amorphous semiconductor mercury cadmium telluride (a-MCT) are obtained by the first principles calculations. The total pair distribution functions and the density of states show that the a-MCT has the semiconductor characteristic. The calculated results of dielectric function show that E ₂ peak of the imaginary of dielectric function for the crystal mercury cadmium telluride abruptly disappears in the amorphous case due to the long-range disorders. And the imaginary of dielectric function of a-MCT shows a large broad peak, which is in agreement with the available results of other amorphous semiconductors. From the linear extrapolation of the curve ħωɛ ₂(ω)^1/2 versus ħω, it can be obtained that the optical energy gap of amorphous semiconductor Hg_0.5Cd_0.5Te is 0.51±0.05 eV. Supported by the National Basic Research Program of China (“973” Project) (Grant No. 2007CB613205), the National Natural Science Foundation of China (Grant Nos.10725418, 10734090, 60576068), the Key Fund of Shanghai Science and Technology Foundation (Grant No. 08JC1421100) and the Knowledge Innovation Program of the Chinese Academy of Sciences     

A macro-meso constitutive law for concrete having imperfect interface and nonlinear matrix

The overall behavior of concrete depends on its meso structures such as aggregate shape, interface status, and mortar matrix property. The two key meso structure characters of concrete, bond status of interface and nonlinear property of matrix, are considered in focus. The variational structure principle is adopted to establish the macro-meso constitutive law of concrete. Specially, a linear reference composite material is selected to make its effective behavior approach the nonlinear overall behavior of concrete. And the overall property of linear reference composite can be estimated by classical estimation method such as self-consistent estimates method and Mori-Tanaka method. This variational structure method involves an optimum problem ultimately. Finally, the macro-meso constitutive law of concrete is established by optimizing the shear modulus of matrix of the linear reference composite. By analyzing the constitutive relation of concrete established, we find that the brittleness of concrete stems from the imperfect interface and the shear dilation property of concrete comes from the micro holes contained in concrete. Supported by the National Natural Science Foundation of China (Grant Nos. 50679022, 90510017, 50539090) and National Basic Research Program of China (Grant No. 2007CB714104)