颗粒形状对裂缝封堵层细观结构稳定性的影响

裂缝封堵层结构与裂缝性地层封堵承压能力存在密切联系,并常常决定着钻井防漏堵漏作业的成败.为研究颗粒形状对裂缝封堵层细观结构稳定性的影响,选用5种不同形状的聚碳酸酯颗粒,模拟压力波动情况,开展裂缝封堵层剪切失稳的二维光弹实验,获得裂缝封堵层细观结构演化过程中的光弹图像,并运用Matlab处理光弹图像,析出强力链占比和强力...     

国际临界带研究发展回顾与美国临界带研究进展介绍

基于对临界带国际发展态势的分析,梳理了临界带的概念;回顾了国际临界带研究的发展历程;并重点对美国在临界带研究方面的进展及其已经部署的6个临界带观测站进行了详细的介绍。     

基于背景插值的空空导弹攻击区在线模拟方法

针对空战态势迅速变化对空空导弹攻击区模拟实时性的需求,提出基于背景插值的攻击区在线模拟方法。首先预测下一采样时刻态势,并针对预测态势模拟解算攻击区信息;当下一采样时刻到来时,利用攻击区预测值和先前两次攻击区模拟信息及相应的态势记录插值估计攻击区真实值。背景插值方法将攻击区模拟解算放到先前计算周期中,实时性高。理论分析证明了背景插值误差随着采样时间的减小收敛于零。仿真结果表明,背景插值模拟方法的误差与传统攻击区模拟方法相当,而前者平均可在7.16×10^-6s内给出结果,后者平均计算耗时为0.290 s。     

The landing zone – Ground for model transfer in chemistry

This essay proposes a new notion - the landing zone - in order to identify conceptual features that allow modelers to transfer mathematical tools across disciplinary borders. This discussion refers to the transferable models as ‘templates’. Templates are functions, equations, or computational methods that are capable of being generalized from a particular subject matter. There are formal and conceptual prerequisites for the transfer of a template to a new domain. A landing zone is an ontology that contributes to the satisfaction of these conditions for successful transfer. This paper presents a case study on a model in chemistry - the Quantum Theory of Atoms in Molecules (QTAIM) - that makes use of transferred templates from physics - the virial theorem and the wave function. The landing zone in this case is a new ontological notion, that of the topological atom, which prepares ground for the use of the virial theorem and the wave function in chemistry. The virial theorem requires that there exists in-principle stability to the system that it represents, and the wave function requires transformation in its representation that is justified. The ontology of QTAIM - the landing zone for these templates - grounds the scientific use of these templates in the context of chemistry.     

Three noteworthy mirine plant bugs inhabiting subalpine zones of the Nepalese Himalayas (Hemiptera: Heteroptera: Miridae: Mirinae)

Three unique mirine plant bugs inhabiting typical subalpine vegetation in the Nepalese Himalayas are documented, with their confirmed plant associations. A new genus and new species, Khumbumiris schwartzi, is diagnosed and described, based on a male specimen collected from Abies spectabilis; two additional new species, Lygocoris laligurans (associated with Rhododendron shrubs) and Phytocoris sagarmathanus (Abies spectabilis), are also described. Images of the habitats and live individuals are also provided. The tribal placement of Khumbumiris is discussed in detail.

http:/zoobank.org/urn:lsid:zoobank.org:pub:54E31614-3262-4BF8-8BBB-F81893AF41D2     

浮区法制备金红石单晶及其光谱特性

采用锐钛矿型二氧化钛为原料, 通过浮区法制备金红石型二氧化钛单晶. 通过X射线衍射（XRD）和拉曼散射（Raman）测试, 对单晶体的结构进行表征, 表明晶体为典型的金红石相. 在Raman光谱中可观测B_1g(143 cm^-1),E_g(446 cm^-1),A_1g(605 cm^-1)和B_2g(826 cm^-1)4个Raman活性模, 并观测到可能属于2级Raman散射峰, 如273,316,327,519,700 cm^-1.     

NiCoCrAlYTa粘结层与镍基高温合金基体的界面高温互扩散行为

采用真空等离子体喷涂技术(vacuum plasma spraying, VPS)在镍基高温合金GH3128基体表面沉积NiCoCrAlYTa粘结层,并在1 100 ℃进行不同时间的热处理。采用扫描电子显微镜（scanning electron microscopy,SEM）、能谱仪（energy dispersive spectrometer,EDS）等分析NiCoCrAlYTa粘结层与GH3128高温合金界面元素的互扩散行为。结果表明,在热处理过程中,互扩散区(interdiffusion zone,IDZ)和二次反应区(secondary reaction zone,SRZ)的厚度随着热处理时间延长而增大,且在SRZ中明显观察到拓扑密堆(topological close-packed,TCP)相晶粒的生长。Al、Ta、Co元素由NiCoCrAlYTa粘结层向GH3128高温合金扩散,Ni、W、Mo元素由GH3128高温合金向NiCoCrAlYTa粘结层扩散。依据EDS检测的粘结层/基体界面处元素成分,计算出上述元素在界面处的扩散系数,掌握了各元素在高温热处理过程中的扩散速率,揭示了VPS制备的NiCoCrAlYTa粘结层与GH3128高温合金界面处元素在高温下的互扩散规律。     

沿岸回流区污染物对流扩散的数值模拟

为研究回流区污染物堆积的机理及规律,采用高阶三点紧致差分格式对涡量-流函数方程和污染物对流扩散方程进行高精度数值求解,得到了污染物堆积与回流区岸线角度、排放点位置之间的定量关系.该方法有效抑制了通常的数值方法中对流项差分离散造成数值不稳定的现象,且程序编制简洁,运行效率高。数值计算表明该法有效、可靠.研究结果对沿岸排污点布置、减少海域污染具有一定的现实指导意义,并具有重要的理论价值.     

斜拉桥索梁锚固结构疲劳试验模型设计优化

为了避免出现斜拉桥索梁锚固结构疲劳试验中辅助部分首先断裂的问题,在以往试验模型设计的基础上,考虑影响疲劳寿命的不同因素,建立了以模型的静力强度、位移、疲劳和断裂性能为模糊约束条件,以模型质量、疲劳和断裂寿命为多个目标的结构多目标优化设计模型.结合苏州南通长江公路大桥钢锚箱式索梁锚固结构足尺疲劳试验,验证了锚箱式索梁锚固结构设计的正确性,经过400万次加载而未破坏,且减少了模型用钢量.模型设计中提出的控制热点应力等措施切实可行.     

灌孔混凝土与钢筋粘结应力分布的试验研究

为了研究灌孔混凝土和钢筋的粘结锚固机理及粘结应力分布,通过咬合试验和内贴片试验,分析了内裂缝的发展过程和粘结应力的分布,揭示了灌孔混凝土与钢筋咬合作用传力和混凝土咬合齿被剪断后混凝土与混凝土之间的摩擦传力机理。并以二次曲线模拟粘结应力的缓慢上升段,以椭圆线模拟曲线峰值以后的急剧下降段,采用相对粘结应力形式,确定出粘结应力沿锚长变化的分布函数,为进一步研究灌孔混凝土的粘结机理奠定了基础。