Acceleration of a spherical neutral shell produced by an ionization-shock front in an inhomogeneous interstellar medium

We numerically model the formation and acceleration of a neutral gas shell as an ionization-shock front propagates in a spherical cloud by taking into account the photoionization and radiative heating of the gas, the spectral radiative transfer. We suggest and implement an approximation of the cooling function that allows calculations to be performed in a wide range of gas ionization fractions and temperatures. The total mass, average velocity, and thickness of the shell have been determined. The results are compared with approximate formulas known in the literature. Based on the parameters of the shell found, we estimate its acceleration, characteristic scales, and the growth times of unstable perturbations. We analyze the influence of the cloud particle density, cloud radius, stellar temperature, and radiation spectrum on the integrated characteristics of the neutral gas in the layer between the ionization and shock fronts. The distribution of matter in the shell and its thickness are shown to differ significantly from those used in approximate models.     

Sedimentary processes,stratigraphic sequences and middens: the link between archaeology and geoheritage—a case study from the Quaternary of the Broome region,Western Australia

The cliffed and active dune coastal region of Broome provides an excellent record of Pleistocene and Holocene stratigraphy of desert environments interfacing with the Indian Ocean. The Mesozoic Broome Sandstone is the basal stratigraphic unit in the area and is overlain by Pleistocene red desert quartz sand (Mowanjum Sand). Modern coastal processes of waves, wind and tide have resulted in distinctive sedimentary bodies (stratigraphic units) clearly linked to the sedimentary environment. The Mowanjum Sand, reworked by coastal winds, generates the landward-ingressing orange quartzose Churchill Sand, or reworked by waves and abraded to white sand with the addition of carbonate grains that form the beaches (Cable Beach Sand) and with eolian action, coastal dunes or inland-ingressing white dunes (Shoonta Hill Sand). These sedimentary bodies and stratigraphic units form a template with which to locate and interpret archaeological middens and Indigenous occupation over the past 5000?years in a context of coastal occupation, coastal stability, mean sea-level changes, climate changes, and availability of marine food and freshwater. Shell middens and stone artefacts form definitive layers or horizons in relation to the stratigraphy, in places in situ, and elsewhere reworked as sheets and plumes; understanding their inter-relationships has enabled the unravelling of the archaeological history and relating Indigenous occupation to biofacies and lithofacies. The array of sedimentary, biofacies and stratigraphic units are of national geoheritage significance in their own right. The addition of archaeological deposits as stratigraphic units provides a link between geoheritage and archaeology, where the archaeological materials are viewed as part of the complex stratigraphic story, part of the coastal history, and part of the geoheritage story.     

东平原狭蚌虫外壳的组织学研究

本文对东平原狭蚌虫外壳的组织结构进行了研究。外壳由内外角质层、内外上皮层和皮下结缔组织共同组成。外角质层厚,较规则。上皮细胞有柱状细胞和具有胞突的锥形细胞两种形态。同侧及相对两侧的上皮胞突相连接,构成了许多具有血细胞的血腔隙。     

地震作用下单层柱面网壳的动力稳定性能分析

以单层柱面网壳结构为研究对象,利用El-centro地震波对该类结构进行了时程地震反应分析,考察了结构的地震响应和抗震性能,研究了其在地震作用下的动力失稳特点。选取了几种几何尺寸不同的单层柱面网壳,分析了矢跨比和长跨比对单层柱面网壳动力稳定性能的影响。     

圆柱形支撑大跨度建筑结构强震冲击分析模型仿真

圆柱形支撑大跨度建筑稳定性较差,不能在强震冲击下保持稳定的结构状态。为解决此问题,设计圆柱形支撑大跨度建筑结构强震下冲击分析仿真模型,通过圆柱分析法则的确定、有限元支撑模拟分析与监测、圆柱形支撑体系承载能力分析以完成模型的仿真分析与监测。基于此对大跨度建筑结构强震冲击进行静力分析,调整强震冲击下模型的结构,完成模型的搭建。模拟强震冲击环境,设计对比实验结果表明,应用圆柱形支撑大跨度建筑结构强震下冲击分析仿真模型,可明确圆柱形支撑大跨度建筑薄弱点,发现稳定性较差建筑结构单元,达到提升圆柱形支撑大跨度建筑在强震冲击下稳定性的目的。     

Analytic wave series solution of out-of-plane(SH) waves diffraction by an almost semi-circular shallow cylindrical hill

A closed-form wave equation analytic solution of two-dimensional scattering and diffraction of outof-plane(SH) waves by an almost semi-circular shallow cylindrical hill on a flat, elastic and homogeneous half space is proposed by applying the discrete Fourier series expansions of sine and cosine functions. The semi-circular hill problem is discussed as a special case for the new formulated equation.Compared with the previous semi-circular cases solutions, the present method can give surface displacement amplitudes which agrees well with previous results. Although the proposed equation can only solve the problem of SH-waves diffracted by almost semi-circular shallow hills, the stress and displacement residual amplitudes are numerical insignificantly everywhere. Moreover, the influences of the depth-towidth ratio(a parameter defined in this paper to evaluate the shallowness of the topography of hills) on ground motions are presented and summarized. The limitations and errors of truncation from Graf's addition theorem and Fourier series equations in the present paper are also discussed.     

东风螺、弯竹蛏和斑节对虾的壳基质蛋白组学分析

从软体动物中的腹足纲、双壳纲以及节肢动物中的甲壳纲分别选取了3种中国沿海常见的品种——东风螺、弯竹蛏、斑节对虾,提取并分析它们的壳基质蛋白。利用液相色谱串联质谱（LC-MS/MS）技术对蛋白质组学进行分析发现特定的蛋白质具有明显的种属差异：①N66蛋白（一种碳酸酐酶）通常存在于弯竹蛏中,但不存在于东风螺和斑节对虾中,揭示N66蛋白质具有特异性,在未来的物种鉴定中可能具有重要的参考意义;②角质层蛋白AM1199和CP14.6存在于斑节对虾的表皮结构中,在东风螺和弯竹蛏中未检测到;③血蓝蛋白同时在3种动物外壳的基质蛋白中被鉴定出来,揭示了其在不同物种的外壳形成与发育过程中的重要作用。该研究为壳基质蛋白在软体动物或节肢动物外壳中的鉴定提供了基础,也为探索不同物种的生物矿化过程提供了重要参考。     

栉孔扇贝壳粉对刚果红的吸附性能研究

栉孔扇贝是中国养殖量最大的扇贝,其废弃的贝壳资源利用也成为了关注的热点。贝壳粉是一种天然的生物吸附剂,本文通过高温煅烧处理,进一步优化了栉孔扇贝壳的吸附性能,采用扫描电镜分析、红外光谱分析表征手段对其形貌、组成进行分析;同时探讨了不同贝壳粉煅烧温度、反应时间、反应温度、刚果红初始浓度对其吸附性能的影响以及吸附动力学模型和等温吸附模型。结果表明, 900℃下煅烧的贝壳粉吸附性能最好;吸附反应在5 min内迅速发生,在150 min后基本达到平衡;该反应符合准二级吸附动力学过程(R2=0.999 1),吸附等温线符合Freundlich模型,属于多相吸附,低温更有利于刚果红在煅烧栉孔扇贝壳粉上的吸附。以上结果对于解决印染废水的净化处理具有重要意义,也为栉孔扇贝壳废弃资源综合利用奠定理论基础。     

强震下四边钢柱支承单层柱面网壳弹塑性地震响应研究

采用集中塑性铰理论和SAP2000结构分析软件,对某体育练习馆（钢柱周边支承单层柱面网壳）整体结构进行了强震下弹塑性地震响应分析。分析中考虑了几何和材料双重非线性影响,获得了节点位移响应、杆件塑性铰的分布特征和结构的整体变形与失效形态,并评定了整体结构在强震下的极限承载力与失效类型。结果表明：该结构在强震下的失效界限地震加速度峰值为1260gal,最大竖向变形为短向跨度的1/163,满足＂避难与救灾建筑结构＂的抗震性能设防要求;结构的失效类型为动力失稳破坏,临界失效时出现塑性铰的杆件较少,结构塑性发展程度不充分;由整体稳定控制的单层柱面网壳在满足稳定承载力的要求下具有较大的抗震潜能。     

简谐荷载下单层球面网壳动力失效机理研究

以具有实际工程意义的40m跨度K8型单层球面网壳为研究对象,采用ANSYS程序的Pipe20单元,考察不同矢跨比网壳在不同频率的简谐荷载作用下,随着荷载幅值的逐渐增大,其宏观和微观响应的变化,详细阐述了2类破坏行为的规律,并通过一定规模的参数分析,给出单层球面网壳动力强度破坏判别准则.