主成分分析法在火药燃烧规律分析中的应用

本文用多元统计的主成分分析法分析了火药的静态燃烧规律,证实了火药的静态燃烧参量主成分与动态弹道性能p_m、v_0、yv_0的密切相关性,利用主成分与弹道性能建立的回归公式对p_m、v_0、yv_0进行模拟,p_m模拟误差<3%,v_0模拟误差小于1%,yv_0与实测结果有较好的一致性.     

金属型球铁磨球非平衡凝固特性与成分控制

通过分析不同成分球铁磨球零件性能和金相组织,对金属型磨球的非平衡凝固特性进行了较深入的研究.试验结果发现,过共晶球铁凝固时出现非平衡奥氏体;亚共晶球铁出现非平衡渗碳体相和晕圈铁素体;在柱状晶与等轴晶过渡区中存在着夹杂和偏聚物.为改善球铁磨球的显微组织及性能,球铁成分应控制在共晶或稍过共晶范围.     

BAMO-THF复合推进剂能量特性计算与分析

利用最小自由能法研究了以3,3-二叠氮甲基氧丁环(BAMO)与四氢呋喃(THF)共聚醚(PBT)为粘结剂,高氯酸铵(AP)、黑索今(RDX)、铝粉(Al)、二硝酰胺铵(ADN)为固体填料,不同增塑剂条件下推进剂比冲变化规律.理论计算表明: 以2,2-二硝基丙醇缩甲醛与2,2-二硝基丙醇缩乙醛等质量比混合物(A3)、硝化甘油与二乙二醇二硝酸酯等质量比混合物(NG/DEGDN)作增塑剂时,推进剂比冲随RDX含量变化呈抛物线形,固体填料存在最佳添加比; NG/DEGDN增塑体系推进剂比冲高于A3体系.15% ADN取代AP时,由于燃烧产物平均相对分子质量降低,推进剂比冲显著提高.     

煤矿采矿工程中的采矿工艺与技术

阐述了煤矿采矿工程的特点,分析了目前常用的采矿工艺与技术,主要包括充填采矿工艺、空场采矿工艺、煤与瓦斯联合开采技术,并对智能化采矿技术的发展做了简要分析.     

铁矿石的烧结基础特性之新概念

长期以来,人们对烧结用铁矿石的评价主要集中在化学成分、粒度组成、矿物特征等常温性能方面,而对铁矿石在烧结过程中的高温行为和作用知之甚少.根据对这一问题的深入思考和实验室的基础研究,提出了\     

基于神经网络的开关磁阻电动机建模

针对常规的BP算法存在收敛速度慢,容易陷入局部最小值的缺点,提出了一种提高BP网络学习速度的方法,并基于BP神经网络建立了开关磁阻电动机磁特性Ψ(θ,i)模型.神经网络的参数是经过优化选择的,训练的时间和步数都大为减少,程序运行稳定,经过训练、识别、预测三重整定,具有很强的学习泛化能力,大大增强了系统的实时性和鲁棒性.该模型有助于进一步优化能量转换,减小转矩脉动.     

碲镉汞环孔p-n结反常特性分析

在HgCdTe 环孔p-n结器件的研制过程中,经常会出现一些反常现象,如负的开路电压和负的光电压等.现对上述现象进行理论分析,并通过大量实验对上述反常现象进行了验证.     

Predictors of supportive coparenting after relationship dissolution among at-risk parents.

Supportive coparenting after relationship dissolution is associated with increased father involvement which can buffer against the negative effects of parental relationship dissolution. Low-income, at-risk families are much more likely to experience relationship dissolutions; hence, supportive coparenting after dissolution is particularly important in these families. We examined whether relationship (commitment and quality) and child (difficult temperament and gender) characteristics predicted initial levels of, and change in, supportive coparenting after relationship dissolution in the Fragile Families and Child Wellbeing Study (N = 1,603). We used structural equation modeling of latent growth curves to examine four time points collected at the focal child's birth and first, third, and fifth birthdays. Ninety-percent of the mothers had nonmarital births, and about three-quarters had a high school diploma or less education. Overall, supportive coparenting decreased over time. Mothers in more committed relationships prior to the dissolution initially had significantly lower supportive coparenting. But over time, mothers who had been in more committed relationships increased in supportive coparenting. Mothers who had been in higher quality relationships prior to dissolution initially reported more supportive coparenting. At each time point, if a mother was romantically involved with a new partner, she reported significantly lower supportive coparenting compared to mothers who were single. With regard to child characteristics, mothers who reported their child as more difficult had significantly lower initial supportive coparenting. Similar results for fathers are discussed. Overall, the relationship characteristics of parents were important predictors of supportive coparenting both initially and over time. (PsycINFO Database Record (c) 2011 APA, all rights reserved)     

轧辊修磨表面质量缺陷分析及对策

介绍六辊轧机工作辊、中间辊修磨缺陷的规律特征,通过实际工艺分析以及经验的积累判断表面质量问题产生的原因,并提出解决表面质量问题和检测方法的可行性方案。     

Analysis of deep excavations in clay under the undrained and plane strain condition with small strain characteristics

The nonlinearity and small strain characteristics of clay are predominant factors to affect the analysis accuracy of surface settlement induced by deep excavation in soft clay. In this study, we use a newly developed constitutive model, namely the undrained soft clay model, to simulate the nonlinearity of soft clay and to describe the degradation of elastic Young's modulus with the increasing stress level, ranging from small strain to near failure. The parameters of the formula can be obtained from conventional soil tests. One well-documented case history is then used to show the parameter determination procedure and validate the proposed model. The states of strain and stress paths for the soil in the excavation are also studied to validate the rationality of the model. Besides, two additional case studies are conducted to verify the model further.