Inclusive differential cross-sections for D
Cross-section一点心得

Cross-section一點心得作成者:Cross-section製作目的:使试样表面的变形损伤逐渐减小,直到理论上为零,即达到了无损伤. 实际操作时,只要使变形损伤减小到不会影响观察到试样的真实组织就可以。
Cross-section操作步驟:取样——選取需試做之樣品,樣品需保持清潔與乾燥,避免影響鑲嵌效果。
切割——最大限度接近观察部位(因我司產品較小,可不用切割。
)镶嵌——鑲嵌包括熱鑲嵌與冷鑲嵌。
熱鑲嵌的優點: 1. 硬度较高2. 化学上耐腐蚀3. 尺寸稳定4. 试样边缘平整性好5. 无毒6. 价格低廉冷鑲嵌的優點: 1. 可同时浇注多块试样 2. 工作周期短 3. 试样不发生组织转变 4. 无须设备投资 5. 不产生变形(不加压) 6. 可采用真空镶嵌技术填充孔隙兩種方法各具特色,但因冷鑲嵌製做无须设备投资與不产生变形等優 點更受到廣泛使用,結合我司之特點,選用冷鑲嵌更適合我司。
冷鑲嵌材料的選用——环氧树脂與丙烯酸树脂环氧树脂之特性: 丙烯酸树脂之特性: 低收缩率 最便宜透明 固化迅速与试样附着好 边缘保持特性不好抗腐蚀剂作用 放热反应强烈固化缓慢至中等 高收缩率在真空下可流入裂纹和孔隙 味道刺鼻真空鑲嵌:多孔性试样,即那些有孔隙的试样,例如粉末冶金试样、陶瓷试样、热喷涂涂层试样或经受过腐蚀的试样,可以在一种简易的真空浸透设备内进行冷镶嵌。
低真空(~85kPa)将孔隙内的空气抽走,使树脂在浇注时得以进入与试样表面连通的孔隙。
这样就可以保持试样原有孔隙的形貌、数量与分布,并且很容易与制备时产生的孔隙、脱落等缺陷区分开,需引進真空鑲嵌設備(下圖),進行抽真空操作。
未经真空冷镶嵌对试样中的孔隙可能带来的问题:1. 孔隙边缘出现圆角,使孔隙尺寸产生畸变2. 孔隙扩大并弱化其周围材料,造成脱落,进而产生粗大划痕,难于在以后的工序中消除3. 磨料及污物进入未经填充的孔隙,使试样表面产生瑕疵因环氧树脂是能与试样物理粘附的唯一树脂,低粘度环氧树脂在真空作用下,能够进入试样表面的孔隙和裂纹,而丙烯酸树脂由于粘度太大,不能用于真空冷镶嵌.結合以上選擇环氧树脂更適合樣品分析。
PhD defense国外博士论文答辩PPT课件

I gave her a call last night and asked her for a short definition of her field. She repeatedly asked my why I needed it and seemed confused (and concerned).
Identified Particle Production in p+p and d+Au Collisions at RHIC Energies
Felix Matathias
Doctoral Defense
Adviser: Tom Hemmick
State University of New York at Stony Collider Brookhaven National Lab 2 counter-circulating rings 3.834 km circumference Superconducting magnets(3.5T) 192 dipoles per ring 246 quadrupoles per ring Time between collisions:
Top energies (each beam):
100 GeV/nucleon Au+Au. 100 GeV/nucleon d+Au 100 GeV polarized p+p
The machine
5
The detector
Maximal Set of Observables Photons, Electrons, Muons, ID-hadrons
Elastic and Iclusive Inelastic Diffraction of High Energy Hadrons

a r X i v :h e p -p h /0509283v 1 26 S e p 2005XIth International Conference onElastic and Diffractive ScatteringChˆa teau de Blois,France,May 15-20,2005ELASTIC AND INCLUSIVE INELASTIC DIFFRACTION OF HIGH ENERGY HADRONS Andrzej R.MA L ECKI Instytut Fizyki AP,ul.Podchor¸a ˙z ych 2,PL 30-084Krak˙ow,Poland In the classical approach the inelastic diffraction originates from the diversity of elastic scattering amplitudes in the initial and final states.We consider a multi-channel correction,accounting for intermediate transitions inside an equivalence class of diffractive states.It canbe factorized in the form N ∆t ,to be taken in the Bjorken-like limit:N →∞,∆t →0suchthat N ∆t is finite.Our formalism provides an excellent description of elastic and inclusiveinelastic scattering of high energy (53-546GeV)protons and antiprotons.1Diffractive limit of hadronic collisionsThere are striking analogies between light scattering and high-energy collisions of hadrons which consist in a substantial presence of elastic scattering due to a feed-back from inelastic channels.The optical resemblances of high-energy hadron diffraction should not,however,be overemphasized.In fact,the ’diffractive structure’of the hadronic elastic differential cross-section is often obscured since multiple dips and reinforcements may not be present.The hadron ’inelastic diffraction’,involving transitions with no exchange of intrinsic quantum numbers,has no classical analogy at all.It appears as a peculiar quantum phenomenon related to the existence of internal degrees of freedom.The most convenient basis for calculating the diffractive amplitude is provided by the experimentally revealed division of inelastic channels into the diffractive and non-diffractive transitions.The decomposition of the space of physical states (with respect to the initial state)into subspaces of diffractive[D]and non-diffractive states[∼D]implies the existence of unitaryoperators U and U†which are block-diagonal in the Hilbert space: k|Uj = k|U†j =0forany|j ∈[D]and|k ∈[∼D].Expanding the initial|i andfinal|f states in the basis of|Ujstates one obtains the amplitude of diffractive transitions in terms of the matrix elements of thenormal operatorΛ≡1−U:T f i=t iδf i−N fi(T0)Λfi t i−Λ⋆if t f N⋆if(T†0)+ |j ∈[D]N fj(T0)Λfj t jΛ⋆ij(1) whereΛkj≡ k|Λ|j ,t kj≡ Uk|T|Uj ,t j≡t jj being the diagonal matrix elements of T0≡U†T U,while the undimensional quantities1N kj(T0)≡g i |j |Λij|2t j is the average value of the diagonal matrix elements t j.The expressions of the form N∆t where∆t represents diversity of t j overthe subspace of diffractive states[D]are to be considered in the diffractive limit1:N→∞,∆t→0such that N∆t isfinite.The inelastic diffraction contribution is thus built as an infinite sum of the infinitesimal contributions from all intermediate states belonging to[D].Our numerical analysis of elastic and inelastic scattering was done in the framework of a model where the diffractive states are built of a two-hadron core(representing the ground state) and some quanta describing diffractive excitations1:|j =|i +|n; b1... b n .The configurations of these quasi-particles(called diffractons)are specified by a number n of constituents and their impact parameters b1,..., b n.Thus1Figure1:At small momentum transfers the non-diffractive contribution(dashed curve)is dominant.The diffrac-tive(dotted)term has a single zero which,filled up by the real part of the scattering amplitude,appears as a shallow minimum.Above the dip the non-diffractive contribution is negligible and the diffractive term dominates the elastic cross-section.The solid curve results from the sum of the two contributions in Eq. 3.It wasfitted to44experimental points from the data on proton-proton elastic scattering at the c.m.energy√s=53GeV3,√d2q =1Figure2:The coherent and incoherent contributions to inclusive inelastic diffraction.At small momentum transfers the coherent contribution(dotted curve)is dominant.At the momentum transfer which corresponds to the position of the dip in elastic differential cross-section the coherent contribution becomes negligible and the incoherent term(dashed curve)dominates the inelastic diffraction at large momentum transfers.The solid curve√which is the sum of the two contributions wasfitted to30points of p-p inelastic diffraction at7.D.Bernard et al.,Phys.Lett.B186,227(1987).5。
材料力学部分专业术语中英文对照

CMmi@ Selected Technical Terms in Mechanics of Materials材料力学部分专业术语中英文对照(version 1.0, September 4, 2011)This tabulated list of selected technical terms in mechanics of materials is developed by Changwen Mi to facilitate the students in various engineering majors at the Southeast University. This file reflects part of our constant efforts in implementing bilingual teaching of a series of undergraduate and graduate mechanics courses hosted by the Department of Engineering Mechanics at the Southeast University. We had made every effort to ensure the accuracy and completeness of this file for the students’ sake. We, however, make no guarantee of the effects of using this file.Geometric properties of an area 截面几何性质centroid 形心centroidal axis 形心轴first moment of an area 静矩moment of inertia; second moment of an area 惯性矩parallel axis theorem 平行移轴定理products of inertia 惯性积polar moment of inertia 极惯性矩radius of gyration 惯性半径composite area组合截面principal centroidal axis主形心轴principal moment of inertia主惯性矩principal moments of inertia about centroidal axes 主形心惯性矩Structural members 构件bar 杆prismatic bars 等截面直杆CMmi@ shaft 轴column 柱(只受压缩)thin-walled tubes (闭口)薄壁杆thin-walled open tubes 开口薄壁杆pressure vessel 压力容器beam 梁neutral surface 中性层neutral axis 中性轴simply supported beams 简支梁cantilever beams 悬臂梁composite beams 复合梁overhanging beams 外伸梁continuous beams 连续梁fully stressed beams; beams of constant strength 等强度梁beams of variable cross section 变截面梁wide-flange beams 工字梁web 腹板flange 翼缘fixed support; clamped support 固定端pin support 固定铰支座roller support 可动铰支座curved beams 曲梁truss 桁架frame 刚架cross-section 横截面oblique cross-sectionaxis 轴线rigid joint 刚性结点CMmi@ Loads 荷载/载荷force 力force couple 力偶moment 力矩moment of a couple 力偶矩unit load 单位力unit couple 单位力偶concentrated loads 集中力distributed loads 分布力intensity of distributed loads 分布力的集度surface force 面力body force 体积力static loads 静载dynamic loads 动载allowable loads 许用荷载reaction 反作用力internal forces 内力axial force 轴力shear force 剪力Stress, Strain and Deformation 应力、应变及变形normal stress 正应力nominal stress 名义应力true stress 真实应力average stress 平均应力maximum stress 最大应力minimum stress 最小应力allowable stress 许用应力shear stress 剪切应力pure shear 纯剪切normal strain 正应变nominal strain 名义应变true strain 真实应变shear strain 切应变deformation 变形displacement 位移deflection 挠曲Common Terms in Mechanics of Deformable Bodies 可变形体力学常用术语mechanics of materials 材料力学strength of materials 材料力学mechanics of deformable bodies 变形体力学strength 强度stiffness 刚度stability 稳定性homogeneity/homogeneous 均质/匀质的continuity/continuous 连续性/连续的isotropy/isotropic 各向同性/各向同性的infinitesimal elastic deformation 微小弹性变形elasticity 弹性elastic deformation弹性变形linearly elastic body线性弹性体mechanical properties力学性质plasticity 塑性elastoplastic materials 弹塑性材料tension 拉伸compress 压缩shearing 剪切torsion 扭转bending 弯曲buckling 失稳allowable load method 许用荷载法allowable stress 许用应力allowable stress method 许用应力法method of safety factor 安全系数法method of discount factor 折扣系数法factor of safety 安全系数stress concentration factor 应力集中因数residual stress / initial stress / prestress 残余应力初应力,预应力stress distribution 应力分布equation of equilibrium 平衡方程method of sections 截面法Other Mechanical Terms 其它力学术语dimensionless quantities 无量纲量composite material复合材料specimen 试件elastic-perfectly plastic assumption理想弹塑性假设plastic hinge塑性铰Axial Loading 轴向荷载axially loaded bars 拉压杆,轴向承载杆axial tension 轴向拉伸axial compression 轴向压缩axial forces 轴向力internal forces 内力method of section 截面法diagram of axial forces 轴力图stress tensor 应力张量longitudinal 纵向的transverse 横向的Saint-Venant’s Principle 圣维南原理stresses on oblique planes 斜截面上的应力axial deformation 轴向变形elongation 伸长量extensometer 引伸计、伸展仪、伸长计uniaxial stress 单向应力,单轴应力normal stress 正应力sign convention 符号规定transverse/lateral strain 横向应变Tension/compression rigidity 拉压刚度(EA)stress concentration factor 应力集中系数Mechanical Behavior of Materials 材料力学行为gauge length 标记长度constitutive relations 本构关系(物理方程)Hooke’s Law 胡克定律generalized Hook’s law广义胡克定律stress-strain diagram 应力应变图Hook’s law of shearing剪切胡克定律brittle 脆性brittle materials脆性材料ductile 韧性ductile materials塑性材料,韧性材料,延展性材料plastic deformation塑性变形,残余变形creep 蠕变CMmi@ relaxation 松弛proportional limit 比例极限elastic modulus; modulus of elasticity 弹性模量Young’s modulus 杨氏模量elastic limit 弹性极限yield stress 屈服应力yield strength 屈服强度offset yield stress名义屈服强度strain hardening 强化,冷作硬化ultimate strength, strength limit 强度极限ultimate stress极限应力low carbon steel 低碳钢cast iron 铸铁transversely isotropic 横向同性necking 颈缩plastic flow 塑性流动percent reduction in area 断面收缩率percent elongation 延伸率bulk modulus 大块模量,体积模量Poisson’s ratio 泊松比Shearing and bearing Stress 剪切和挤压应力Shear/shearing 剪切Shear/shearing stress 切应力bearing 挤压bearing stress挤压应力bearing surface 挤压面single shear 单剪double shear 双剪CMmi@ rod 吊杆boom 托架pin 销钉rivet 铆钉joints/connectors 连接件lap joint 搭接butt joint 对接pure shear 纯剪切theorem of conjugate shearing stress 切应力互等定理shear modulus切变模量ultimate shear stress 剪切极限应力yield shear stress 剪切屈服应力Torsion 扭转torsional moment 扭矩twisting moment 扭力矩power & torque 功率与扭矩torque diagram 扭矩图angle of twist 扭转角angle of twist per unit length 单位长度扭转角torsional rigidity 抗扭刚度,扭曲刚度section modulus in torsion 抗扭截面系数slip-lines 滑移线slip bands 滑移带,剪切带free torsion 自由扭转constrained torsion 约束扭转Bending 弯曲symmetric bending 对称弯曲symmetric longitudinal plane 纵向对称面transverse loading 横向荷载shear force 剪力shear flow 剪流shear force diagram 剪力图equation of shear forces 剪力方程bending moment 弯矩equation of bending moment 弯矩方程bending moment diagram 弯矩图pure bending纯弯曲Transverse bending 横力弯曲plane cross-section hypothesis 平面假设hypothesis of uniaxial stress 单轴应力假设neutral surface 中性层neutral axis 中性轴bending normal stress 弯曲正应力section modulus 抗弯截面系数bending shear stress弯曲切应力constant-strength beam; fully stressed beams 等强度梁deflection 挠曲,挠度angle of rotation 转角slope 斜率curvature 曲率radius of curvature 曲率半径deflection curve 挠曲线approximate differential equation of deflection 挠曲轴近似微分方程flexural rigidity 抗弯刚度method of successive integrations 积分法boundary condition 边界条件continuity condition 连续性条件symmetry condition 对称性条件method of superposition 叠加法linear superposition 线性叠加superposition of loads 荷载叠加superposition of rigidized structures 刚化叠加,变形叠加method of singular/discontinuity function 奇异函数法boundary values 边界值moment-area theorems 图乘法unsymmetric bending 不对称弯曲shear center弯曲中心bending strain energy 弯曲应变能Indeterminate Problems 超静定问题statically determinate problem 静定问题statically indeterminate problem 静不定问题,超静定问题degree of static indeterminacy 静不定次,超静定次数redundancy 冗余,多余redundant restraint 多余约束basic determinate system 基本静定系force method 力法equation of deformation compatibility 变形协调方程complementary equation 补充方程thermal stress 热应力coefficient of thermal expansion 线胀系数assembly stress 装配应力residual stress 残余应力thermal strain 热应变eigenstrain 特征应变CMmi@ Stress States 应力状态state of stress 应力状态damage mechanisms 破坏机制stress state of a point 一点应力状态transformation of stresses 应力变换principal stresses 主应力principal axes 主轴,主方向stress circle 应力圆Mohr’s Circle 莫尔圆state of biaxial stress 二向应力状态state of plane stress 平面应力状态state of triaxial stress 三轴(复杂)应力状态triaxial stress 三向应力experimental stress analysis 实验应力分析volumetric strain energy density 体积应变能密度distortional strain energy density 畸变能密度volumetric strain 体应变decomposition of stress tensor 应力张量分解transformation of strain 应变变换Strength Theory 强度理论strength condition 强度条件equivalent stress 相当应力maximum tensile stress theory最大拉应力理论maximum tensile strain theory最大拉应变理论maximum shear stress theory最大切应力理论maximum distortion energy theory 最大畸变能理论Mohr theory of failure莫尔强度理论measurements of strain 应变测量strain gauge 应变计strain rosette 应变花three-element rectangular rosette 三轴直角应变花three-element delta rosette 三轴等角应变花full bridge 全桥接线法half bridge 半桥接法bridge balancing 电桥平衡compensating block 补偿块Combined Loadings 组合荷载eccentric tension 偏心拉伸eccentric compression 偏心压缩core of cross-sections 截面核心Stability of Columns 压杆稳定buckling 屈曲stability condition 稳定条件Euler’s formula欧拉公式critical load 临界压力critical stress 临界应力equivalent length相当长度,有效长度coefficient of equivalent length 长度因数slenderness ratio (压杆的)柔度或长细比long columns 大柔度杆intermediate columns 中柔度杆short columns小柔度杆safety factor of stability稳定安全因数discount factor of stability 折扣安全因数Energy Methods 能量方法strain energy 应变能strain energy density 应变能密度modulus of resilience 回弹模量modulus of toughness 韧度模量principle of work and energy 功能互等定理Castigliano’s theorem 卡氏定理reciprocal theorem of displacement; Maxwell’s reciprocal theorem位移互等定理method of dummy, method of virtual forces 虚力法method of unit dummy load 单位力法Dynamic Loading 冲击荷载impact load 冲击荷载dynamic load 动荷载constant acceleration 等加速constant rotation 等角速转动horizontal impact 水平冲击vertical impact 竖直冲击statically equivalent load 静力等效荷载dynamic load factor 动荷系数Cyclic Loading and Fatigue 交变荷载及疲劳cyclic/alternate load 交变荷载cyclic stress交变应力,循环应力fatigue failure 疲劳失效stress amplitude应力幅stress scope 应力范围cycle characteristics 循环特征symmetric cycling 对称循环unsymmetric cycling 非对称循环pulse cycling 脉冲循环fatigue life疲劳寿命stress-life diagram应力-寿命曲线,S-N曲线endurance limit 疲劳极限fatigue strength 疲劳强度surface roughness 表面粗糙度surface strength 表面强度equal-amplitude fatigue 等幅疲劳fatigue strength condition 疲劳强度条件fatigue factor of safety 疲劳安全因数。
铜渣法除电解锌溶液中氯的工艺研究

湿法炼锌在锌的冶炼中占有头等重要的地位,目前全世界锌总产量的大约五分之四由湿法生产。但 在湿法炼锌中,如何消除含量的氯离子是一个非常重要的问题。氯含量增加产生的影响主要体现在锌 阴 极消耗的迅速上升,阴极消耗的大幅上升给生产带来很大困难,使电解生产成本升高 。因此,通常在电 解之前,必须进行除氟、氯净化处理,使之达到电解要求 。国内外已研究的相应的除氯方法非常多 工业上常采用的是硫酸银沉淀法、铜渣除氯法、离子交换法 情况,我们考察了铜渣法除氯。
1
OH+H:State-Resolved Linear
and Rotational Angular Momentum Distributions[J].J Phys Chem A,1997,101(41):7544-7557. [7] Han K L,He G Z,Lou N Q.Effect of location of energy barrier on the product alignment of reaction A+BC[J].J Chem Phys, 1996,105(19):8699-8704. Comparative Study of the Reactions of Methane with Oxygen and Chlorine LV Guang-shen, GAO Feng (Shangqiu Normal University, Shangqiu 476000, China) Abstract: The comparative study of the stereodynamics vector correlations has been carried out on the extended London Eyring Polanyi Sato (LEPS) potential energy surface with the quasiclassical trajectory method.The generalized polarizationdependent differential cross-sections ( 2 π σ distribution
【中子散射】非弹性中子散射及应用

Fig. 4 The momentum transfer of the neutrons Q points always into the direction
of the real displacements ui. (a) longitudinal and (b) transversal oscillations.
Fig. 11 Atomic displacements associated with a long-wavelength longitudinal acoustic mode propagating along [100] in a cubic crystal.
24
Acoustic mode frequencies and the elastic constant tensor
Fig.7 (1) Crystal structure of CeAuAl3. (b) Brillouin zone of the body-centered tetragonal lattice of CeAuAl3 with c>a.
21
B. Liu, et al., Phys. Rev. B 98, 174306 (2018)
16
Examples: NaCl
Fig.6 (a) The space group of NaCl is #225. The fcc unit cell contains 4 primitive unit cells with 4 Na and 4 Cl aotms. (b) The rhombohedral primitive cell of the fcc lattice which contains one Na atom and one Cl atom.
自动化专业英语
自动化专业英语考点范围单词和词组:1、assemble 聚集,集合,装配2、resistance 电阻,阻力3、node 节点,结节4、branch 分支,支线,支路5、axiomatic 公理的,格言的,自明的6、algebraic 代数的7、hydraulic 水力的,水压的8、mechanics 结构,构成法,机械学,力学9、equation 方程式,等式10、circuit analysis 电路分析11、be identified as 被定义为12、for the sake of 为了,为了什么……的利益13、diode 二极管14、schematic 扼要的,图解的15、arrowhead 箭头,镞,慈姑16、perpendicular 垂直的17、rectifier 改正者,矫正18、reverse-biased 反向偏置的19、dopant 掺杂物20、rectangular 矩形21、silicon 二氧化硅22、eletrode 电极23、integrated circuit 集成电路24、operational 运算的,操作的25、amplifier 放大器,扩音器26、device 设备,装置,器件27、magnify 放大,扩大28、ratio 比率,比例29、gain 增益30、couple 耦合,连接31、differential 差动的,微分的32、infinite 无穷的,无限的,极大的33、feedback 反馈,反应,回馈34、component 成分,零件,要素35、integrate 求…..的积分36、differentiate 求….的微分37、magnitude 数量,大小,量级38、saturation 饱和39、manufacturer 制造,加工40、bandwidth 带宽41、operational amplifier 运算放大器42、differential inputs 差分输入43、negative feedback 负反馈44、positive supply 正极电源45、negative supply 负极电源46、ideal o p-amp analysis 理想运放分析法47、offset voltage 失调电压48、architecture 结构,构架49、sequence 序列50、assembler 汇编器51、instruction 指令52、execution 执行53、complementary补足物54、optimize 使最优化55、calculus 微积分学56、trajectory 轨道,轨迹57、artificial 人造的,假的58、illustrate 举例说明,图解59、proportional 比例的,成比例的60、integral 积分的61、derivative 微分的62、the English Industrial Revolution 英国工业革命63、the closed-loop system 闭环系统64、negative feedback 负反馈65、positive feedback 正反馈句子:unit1 1、Since the network then appears as a number of simple elements and a set of connecting leads, it is called a lumped-parameter network.由于接下来的网络是一系列简单的元件和连线出现的,因此被称为集总参数网络。
Ne-HCl相互作用势及微分散射截面的研究
Ne-HCl相互作用势及微分散射截面的研究余春日;史守华【期刊名称】《原子与分子物理学报》【年(卷),期】2007(024)003【摘要】使用Huxley解析势能函数拟合在CCSD(T)/aug-cc-pV5Z-33211理论水平下精确计算的相互作用能数据,得到了Ne-HCl复合物的相互作用势.在此基础上,我们首次完成了入射能量分别为40,60,75和100 meV时,Ne-HCl碰撞微分散射截面的密耦计算,并获得了总微分截面、弹性微分截面和转动激发微分截面随散射角变化的趋势.我们希望计算结果能对Ne-HCl散射的实验和理论研究提供参考信息.%An interaction potential of the Ne-HCl van der Waals complex is obtained by utilizing the Huxley analytic potential function to fit the accurate interaction energy data,which have been computed at the coupled cluster singles and doubles including connected triple excitations level and with the augmented correlation consistent polarized valence quintuple zeta basis set extended with a set of 3s3p2d1f1g mid-bond functions [CCSD(T)/aug-cc-pV5Z-33211].The close coupling calculation of differential scattering cross sections for collision of Ne with HCl is first performed by employing the fitted interacting potential.The calculation is performed separately at the incident energies:40,60,75 and 100 meV.The tendency of the total,elastic and rotational excitation differential cross sections varying with scattering angle θ is obtained.We hope that thecomputed results can provide reference information for the scattering experiments and theoretical study of Ne with HCl.【总页数】7页(P634-640)【作者】余春日;史守华【作者单位】安庆师范学院物理与电气工程学院,安庆,246011;安徽大学物理与材料科学学院,合肥,230039【正文语种】中文【中图分类】O561.5【相关文献】1.Ne-HCl势能面和振转光谱的理论研究 [J], 李绛;朱华;谢代前;鄢国森2.微分散射截面与分子相互作用势 [J], 吴位巍;岳莉;梁冬梅;龙金;张颂3.He-HBr碰撞体系各向异性相互作用势及微分散射截面的研究 [J], 余春日;黄时中;汪荣凯;杨向东4.3He(4He)-H2碰撞体系的相互作用势及微分散射截面的理论研究 [J], 沈光先;令狐荣锋5.He-N2碰撞体系相互作用势及微分散射截面的研究 [J], 汪荣凯;余春日;令狐荣锋;杨向东因版权原因,仅展示原文概要,查看原文内容请购买。
【国家自然科学基金】_量子化学从头计算_基金支持热词逐年推荐_【万方软件创新助手】_20140730
2013年 序号 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39
科研热词 推荐指数 量子化学计算 2 拉曼光谱 2 多参考组态相互作用方法 2 势能曲线 2 光谱参数 2 高温熔体 1 高温拉曼光谱 1 限制效应 1 铝配位数 1 金属蛋白 1 质心变换-拟合方法 1 色散曲线 1 粘性 1 类声子 1 积分截面 1 离子水合 1 硬玉 1 硅溶胶 1 相互作用势 1 熔体结构 1 煤燃烧 1 煤灰 1 热力学性质 1 浮动电荷分子力场 1 汞 1 氟化物 1 核磁共振 1 晶体生长 1 旋轨耦合 1 改性 1 声子谱 1 反应机理 1 分子动力学模拟 1 仿岩浆岩 1 从头计算 1 tang-toennies势函数 1 davidson修正(+q) 1 cslib6o10晶体 1 abeem/mm 1
推荐指数 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
2010年 序号 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
科研热词 从头计算 高氯酸钠 钒配合物 量子化学计算 过渡金属团簇 能量分析 缔合过程 缔合物种 磷硅酸盐 电子结构 晶体结构 拉曼光谱 应力指数 密度泛函 咪唑 催化活性 从头算
2009年 序号 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32
科研热词 钴(ⅲ)配合物 钒氧配合物 量子化学计算 量子化学从头计算 量子化学 酸性条件 过渡态计算 聚吡唑硼酸盐 离解极限 磷氧四面体 石英溶解 相互作用势 熔体 液氮 构型选择性 晶体结构 微分散射截面 密耦近似 四面体应力指数 势能函数 力常数 分子机理 光谱数据 两体势 三体关联效应 t-t势 raman谱 murrell-sorbie势 la0.5sr0.5coo3薄膜 hugoniot co-o键长 c-h…π 结构
土木工程专业英语词汇
专业英语Words and Phrases********************************************1. Introduction to Reinforced Concrete Design1.1 Concrete, Reinforced concrete, and Prestressed Concrete******************************************** concrete, reinforced concrete, prestressed concrete混凝土,钢筋混凝土,预应力混凝土cement, aggregate, sand, gravel水泥,骨料,砂砾,石砾fine aggregate, coarse aggregate细骨料,粗骨料harden (v.), hardening (n.)硬化的动词与名词形式form模板,文中也有用于指结构的“形式”member (beam/column/arch), structure (building/bridge/dam/tank/reservoir), system/form构件(梁/柱/拱),结构(建筑/桥梁/大坝/容器/蓄水池),结构体系consist of, consist chiefly of…(Page 10), consist chiefly of… (Page 12)构成,主要由…构成的两种说法workability, formability和易性,易成形性reinforcing steel, reinforcement, steel rod不同语境,钢筋的几种表达法bar/rod, wire, strand, cable钢筋,钢线,钢绞线,索Admixture添加剂high early strength cement, plasticizer, air-entraining agent早强水泥,加塑剂,加气剂curing养护humidity and temperature湿度与温度a wide range of properties, a wide variety of properties 许多特性******************************************** to a very substantial degree, to a very significant extent 很大程度上,很重要程度上thoroughness彻底性place in the forms, be deposited and made to fill forms 浇注于模板中substandard concrete, high early strength concrete, high-strength concrete, ordinary concrete次品混凝土,早强混凝土,高强混凝土,普通混凝土proportioning, mixing, placing, curing配比,混合,浇注,养护fire resistance, weather resistance抗火性,耐候性evident advantage显而易见的优点with the (possible) exception of …(cement)(可能)例外的是…,除了…可能有例外,at low cost以较低的价格construction site施工场地compressive strength/stress/strain, tensile strength/stress/strain, flexurecompressive force, tensile force, bending moment, shear force, torsioncompression, tension, bending, shear, torsion拉压弯剪扭的几种形式be subject to … (loads), carry … (load)承受…(荷载),主动与被动两种用法cross section横截面******************************************** to offset this limitation为了克服这一限制to reinforce (v.) concrete以加强混凝土carrying capacity of the member构件的承载力interlocking (n.), interlock (v.)咬和的名词与动词形式strength, stiffness, ductility强度,刚度,延性******************************************** yield strength, representative value屈服强度,代表值long span大跨deformation, deflection, crack, corrosion变形,挠度,裂缝,腐蚀moisture, humidity潮湿,湿度This limits (v.) …, There are limits (n.) to …这就限制了…,在…方面有所限制******************************************** 1.2 Structural forms******************************************** monolithic整体的,单块的flared column top柱帽folded plate roof, cylinder cell roof波浪板式屋顶,圆柱壳形屋顶beam, girder梁,(托)梁(钢结构中多会用到)behavior, performance一般来说,(构件的)特性,(结构的)性能cable-stayed bridge, suspension bridge斜拉桥,悬索桥one-dimensional, two-dimensional, three-dimensional (a.)一维的,二维的(有时写为2D),三维的(有时写为3D) ******************************************** 1.3 Loads******************************************** …be divided into … categories…分为…类dead load, live load, environmental load, suspended load恒载,活载,环境荷载,吊挂荷载magnitude, location, distribution(荷载的)幅值,作用位置,分布the weight of the structure结构的自重with good accuracy, with precision准确的,精确的******************************************** Floor, roof, slab, ceiling楼面, 屋顶,楼板,天花板… be specified in the building code…在规范中有具体规定uniformly distributed load/ uniform load, concentrated load均布荷载,集中荷载minimum load, minimum value, average value, mean value最小荷载,最小值,平均值,均值(概率论及随机)on the premise that…在…的前提下table (n.), tabulated表格,制表******************************************** Snow load, wind load (including wind pressure and suction), earthquake effect (sometimes earthquake load), soil pressure, repair load雪荷载,风荷载(包括风压力与风吸力),地震作用(有时仍见到“地震荷载”这一说法),土压力,检修荷载temperature differential温度差异for instance/for example举例来说to give much more detailed information给出更相信的信息upper limit, lower limit上限,下限…summarize……总结为…… information pertaining to …关于…的信息horizontal force, lateral load水平力,横向荷载height of the structure, importance of the structure结构的高度,结构的重要性to account for…解释了…elastic, inelastic弹性,弹塑性(有时用elasto-plastic)static analysis, dynamic analysis静力分析,动力分析(ground, floor) acceleration, velocity, displacement (地面,楼板)加速度,速度,位移mass, stiffness, damping质量,刚度,阻尼base shear基底剪力soil condition, the condition of the site土壤条件,场地土条件******************************************** 1.4 Serviceability, strength, and structural safety******************************************** safety, serviceability, durability安全性,适用性,耐久性collapse倒塌…, if any, ……, 如果有(的话), …tolerable limits允许误差be predicted accurately准确的预计differ from…, be different from…与…不同的两种形式assumption, simplification假定,简化progress has been made toward …在…方面的进展random variable, probability model, probability density function, statistic data, mean value随机变量,概率模型,概率密度函数,统计量,均值abscissa, horizontal axis横坐标,水平坐标轴shaded area阴影面积a plot of …may appear as in Fig. 1, …is shown in Fig.1…图如图1所示,…如图1所示be less than …小于或少于where a is …, b is …, and c is …/ in which a is …, b is …, and c is …(此句一般跟于公式下面)该式中a是…, b是…, c 是…。
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1 Introduction
is the pseudo-rapidity de ned with respect to the proton beam direction
1
perturbation theory. Consequently in experimental data, NLO (and higher order) calculations and Monte Carlo distributions, direct and resolved enriched samples are de ned by a cut on xOBS with xOBS < 0:75 de ning the resolved enriched sample for this analysis. ZEUS 1996 + 1997 preliminary For charm photoproduction at HERA, two D → (K π) π D → (K π π π) π types of NLO calculation are available. In the \massive" scheme 1 the charm mass acts 10 to regularise initial state divergences and all charm production is assigned to the hard subprocess. In this approach the active avours in 1 the parton density functions of the proton and photon are the 3 light avours, irrespective of the hadron factorization scale. In contrast, 10 the \massless" scheme 2;3 is a variable number scheme such that above some scale 2 m2 , c charm is an active avour in the parton den- 10 sity functions, although with zero mass. 0 2 4 6 8 10 12 Photoproduction events were selected with p (GeV) photon virtuality Q2 < 1GeV2 and 0:19 < Figure 1: The inclusive y < 0:87. With the exception of the jet prof- d =dpT (D ) cross-section. iles { for which only the 10.7pb?1 subsample from 1996 was used { the data here presented corresponds to an integrated luminosity of 37pb?1 collected during the 1996 and 1997 HERA running period. Charm was tagged by identifying the decay products from D mesons using charged tracks in the Central Tracking Detector (CTD). For the inclusive crosssection measurements both the D ! D0 ! (K ) and D ! D0 ! (K ) channels were sought using the well known mass di erence method of Nussinov 4 . For the dijet analysis, only the rst channel was used. Jets were identi ed with the KT algorithm 5 from energy deposits in the calorimeter.
D* ⊥
Figure 1 shows the di erential cross-section d (ep ! D X )=dpT (D ) for D 's in the range j (D )j < 1:5. The experimental data are compared to NLO calculations in both the massive and massless schemes including Peterson fragmentation 6 . For the inclusive cross-sections the GRV-G photon parton densities 7 , charm mass mc = 1:5GeV and renormalization scale 2 = m2 = m2 + p2 have c T ? been used throughout unless otherwise stated. Figure 1 shows good agreement between both D decay channels. It is seen that the massless calculations do not agree with each other, and that, for the massive calculation based on the scheme of Frixione 1 there is large dependence on the Peterson fragmentation 2
(nb/GeV)
* * s s
dσep → D*X/dp⊥D*
Massive ε=0.015, 1.2≤mc≤1.5GeV, m⊥/2≤µR≤m⊥ Massive ε=0.06
-1
Massless Kniehl (upper full)
-2
G) (lower full)
Charm in Photoproduction at HERA
University College London, Gower Street, London WC1E 6BT, Great Britain. e-mail: sutt@desy.de
On behalf of the ZEUS Collaboration. M. Sutton
2 Inclusive D Production
ZEUS 1996 + 1997 preliminary
(nb)
15
(a) p⊥D* > 2 GeV * D → (K π) πs
(nb)
8 6 4 2 0 -1.5
(b) p⊥D* > 3 GeV
Heavy quark photoproduction at HERA can be used to examine perturbative QCD with a hard scale given by the heavy quark mass or high transverse energy ET . In photoproduction at leading order, two types of process contribute to the hard scatter: direct photoproduction where the photon enters directly into the hard subprocess, and resolved photoproduction where the photon acts as a source of partons, thereby interacting via a partonic constituent carrying some fraction, x , of the incoming photon momentum. Charm quarks present in the parton distribution functions of the photon and the proton lead to processes of the form cg ! cg and are referred to as charm excitation. At next-to-leading order, only the sum of direct and resolved processes is unambiguously de ned. To study the kinematics of the hard subprocess at anything other than leading order, it is therefore useful to consider events where at least two high ET jets are produced in the nal state. The variable Pjets ET exp(? jet ) jet OBS x (1) 2yEe can be de ned where yEe is the energy of the exchanged photon and the sum runs over the two highest ET jets in the event within the accepted jet range.a This de nition has the advantage that it is well de ned at all orders of
Inclusive di erential cross-sections for D production at HERA with respect to pT (D ) and (D ) are presented and compared to NLO QCD calculations in both the \massive" and \massless" schemes. There is signi cant disagreement between the various NLO calculations, none of which adequately describe the data, particularly for forward (D ). The di erential cross-section d (ep ! D X )=dxOBS for dijet production with charm is presented for the rst time. This illustrates direct evidence for a signi cant contribution to charm production from resolved (xOBS < 0:75) photoproduction at HERA, which is not described by a NLO calculation using the massive scheme. Comparison with LO Monte Carlo shows this is largely attributable to charm excitation below the photon factorization scale.