期刊文献+
共找到48篇文章
< 1 2 3 >
每页显示 20 50 100
新型无格室钢-UHPC结合段受力性能及参数分析 被引量:1
1
作者 赵华 卢珂宇 +2 位作者 孙韬 刘榕 卢立志 《重庆交通大学学报(自然科学版)》 CAS CSCD 北大核心 2023年第1期27-35,共9页
为研究新型无格室钢-UHPC结合段的受力性能和传力机理,以主跨240 m的沅水特大桥主桥为研究背景,采用有限元分析方法建立了钢-UHPC结合段局部模型,分析了结构受力以及影响结构传力的构造参数。结果表明:在最不利正弯矩工况下,结构传力平... 为研究新型无格室钢-UHPC结合段的受力性能和传力机理,以主跨240 m的沅水特大桥主桥为研究背景,采用有限元分析方法建立了钢-UHPC结合段局部模型,分析了结构受力以及影响结构传力的构造参数。结果表明:在最不利正弯矩工况下,结构传力平顺,各部分应力基本满足要求;栓钉连接件剪力大小基本呈马鞍状分布,综合剪力最大达29.7 kN,具有一定的安全储备;承压板承担轴向荷载比例为82.34%,承担比例随着承压板厚度的增大有所提高;混凝土强度增大和UHPC顶/底板厚度增大均可减小栓钉连接件剪力;UHPC结合段能有效减小栓钉连接件滑移;结合段长度增大的同时不能有效发挥中间栓钉连接件抗剪作用。 展开更多
关键词 桥梁工程 无格室钢-UHPC结合段 承压板 栓钉连接件 有限元分析
下载PDF
适用于二维阵列的无格稀疏波达方向估计算法 被引量:5
2
作者 王剑书 樊养余 +1 位作者 杜瑞 吕国云 《电子与信息学报》 EI CSCD 北大核心 2019年第2期447-454,共8页
针对现有的适用于2维阵列的无格稀疏波达方向(DOA)估计方法性能不足的问题,该文提出一种新的方法。对2维阵列,从原子L0范数出发,证明其值等于一个以矩阵秩为目标函数的半定规划(SDP)问题的最优解。对该矩阵使用第1类有限阶贝塞尔函数近... 针对现有的适用于2维阵列的无格稀疏波达方向(DOA)估计方法性能不足的问题,该文提出一种新的方法。对2维阵列,从原子L0范数出发,证明其值等于一个以矩阵秩为目标函数的半定规划(SDP)问题的最优解。对该矩阵使用第1类有限阶贝塞尔函数近似表达,构造新的秩优化SDP问题。根据低秩矩阵恢复理论,对该SDP问题的目标函数使用log-det函数方法平滑替代,然后使用优化最小(MM)算法求解,最后通过(半)正定Toep-litz矩阵的范德蒙分解方法实现无格DOA估计。在MM算法求解模型时,使用样本协方差矩阵构造初始优化问题,减少算法迭代。仿真实验结果表明,相较于基于网格的MUSIC和其他无格DOA估计方法,该文方法具有更好的均方根误差(RMSE)性能与对相邻源的分辨能力;在快拍数充足且信噪比(SNR)较高时,适当的第1类贝塞尔函数阶数选择可以实现与较大阶数接近的RMSE性能,同时能减少运行时间。 展开更多
关键词 波达方向估计 无格 2维阵列 半定规划 范德蒙分解
下载PDF
一种无格梁的新型边坡支护结构的研究 被引量:1
3
作者 陆观宏 詹前进 《中外公路》 北大核心 2012年第3期19-22,共4页
锚杆+格梁支护是目前边坡防护中最常用的支护形式之一。格梁斜向设置于坡面,施工难度大,造价高,工期长,施工质量难以保证;在水流长期冲刷及渗透作用下,容易造成格梁底岩土体流失,使格梁与坡面岩土体脱空,从而导致部分支护结构失效。该... 锚杆+格梁支护是目前边坡防护中最常用的支护形式之一。格梁斜向设置于坡面,施工难度大,造价高,工期长,施工质量难以保证;在水流长期冲刷及渗透作用下,容易造成格梁底岩土体流失,使格梁与坡面岩土体脱空,从而导致部分支护结构失效。该文提出一种新型的无格梁的边坡支护结构体系,边坡支护仅由锚杆完成,坡面可同时进行植物防护或柔性防护,也可以在锚杆之间设置土钉,以加强坡面岩土体的局部稳定。该支护结构克服格梁存在的问题,施工简单,降低工程造价,坡面美观,有利于锚筋永久性防腐。该新型支护结构体系可应用于实际工程,具有良好的应用前景。 展开更多
关键词 扩孔锚杆 边坡 无格梁支护结构
下载PDF
TiN薄膜生长的无格点Kinetic Monte Carlo模拟
4
作者 吴广新 刘学杰 +1 位作者 E.Westkaemper 王新蒙 《真空科学与技术学报》 EI CAS CSCD 北大核心 2006年第4期299-302,共4页
本文介绍了采用无格点Kinetic Monte Carlo(KMC)方法,模拟TiN薄膜在TiN(001)基底表面上外延生长的仿真结果。在此无格点KMC方法中,使用了Dimer算法在势能面中搜索鞍点和低能盆底。仿真的结果证实,此无格点KMC方法对于仿真二元薄膜外延... 本文介绍了采用无格点Kinetic Monte Carlo(KMC)方法,模拟TiN薄膜在TiN(001)基底表面上外延生长的仿真结果。在此无格点KMC方法中,使用了Dimer算法在势能面中搜索鞍点和低能盆底。仿真的结果证实,此无格点KMC方法对于仿真二元薄膜外延生长是有效的。本文中还讨论了无格点KMC的计算量问题、运算过程中Dimer的初始位置问题和势能面中浅盆底问题。 展开更多
关键词 无格 KMC POTENTIAL ENERGY SURFACE Dimer方法 TIN
下载PDF
一种对异常值鲁棒新颖的无格点谱估计方法
5
作者 张誉馨 张建秋 《复旦学报(自然科学版)》 CAS CSCD 北大核心 2018年第1期92-99,106,共9页
针对稀疏谱估计中,基于协方差的无格点稀疏迭代估计算法(GLS)对频率间隔在c(1<c<2)倍采样数据窗主瓣宽度内的谱信号估计精度较低的问题,本文提出了一种对异常值鲁棒的无格点谱估计算法.该算法首先将GLS算法的频率估计误差描述成... 针对稀疏谱估计中,基于协方差的无格点稀疏迭代估计算法(GLS)对频率间隔在c(1<c<2)倍采样数据窗主瓣宽度内的谱信号估计精度较低的问题,本文提出了一种对异常值鲁棒的无格点谱估计算法.该算法首先将GLS算法的频率估计误差描述成误差向量,再利用l1范数对异常值的鲁棒性,来分别约束信号幅度和误差向量的拟合误差,进而通过交替迭代来使它们同时到达最小,以同时实现了对信号幅度和误差向量的联合鲁棒估计.在证明了所提出算法收敛性的同时,分析了它的运算复杂度.仿真实验结果验证了本文提出算法的有效性. 展开更多
关键词 无格点谱估计 异常值 L1范数
下载PDF
复方醋酸钠林格注射液中无水葡萄糖含量测定方法的建立及葡萄糖转化现象的探讨
6
作者 章娟 石颖 +1 位作者 邱娟 李玮玲 《广东药科大学学报》 CAS 2023年第4期14-19,共6页
目的建立复方醋酸钠林格注射液中无水葡萄糖含量测定方法,并针对方法建立中发现的葡萄糖转化问题开展研究。方法采用氨基硅烷键合硅胶为填充剂的色谱柱;以乙腈-水-氨水(体积比75∶25∶0.1)为流动相;示差折光检测器检测;流速为1.0 mL/min... 目的建立复方醋酸钠林格注射液中无水葡萄糖含量测定方法,并针对方法建立中发现的葡萄糖转化问题开展研究。方法采用氨基硅烷键合硅胶为填充剂的色谱柱;以乙腈-水-氨水(体积比75∶25∶0.1)为流动相;示差折光检测器检测;流速为1.0 mL/min,柱温和检测池温度均为40℃。结果无水葡萄糖浓度在0.4125~8.249 mg/mL范围内线性关系良好(r=1.0000),定量限为101μg/L,平均回收率为100.5%,RSD为0.5%,采用该测定法发现样品中少量葡萄糖转化为果糖。结论建立的方法简单、准确、灵敏度高,不受葡萄糖转化现象的干扰,适用于复方醋酸钠林格注射液中无水葡萄糖的含量测定。 展开更多
关键词 复方醋酸钠林注射液 无水葡萄糖 葡萄糖转化
下载PDF
中国人人格结构初探
7
作者 程黎卉 《合肥教育学院学报》 2001年第3期43-45,50,共4页
基于对西方人格理论的分析、批判,本文对中国人的人格结构作了尝试性的探索,认为中国人的人格在资质上可用阴、阳来表示,其内容及其外化形式应当包括"仁格"、"观念格"、"他格"等方面的内涵。
关键词 结构 无格 中国人
下载PDF
闪色华夫格产品的染色工艺
8
作者 徐炯 《针织工业》 北大核心 1996年第6期37-38,共2页
华夫格产品因其外观酷似华夫饼而得名,其组织结构系采用双针双列集圈,利用集圈的排列和使用不同染色性能的纱线的合理组合,使织物表面具有闪色。
关键词 闪色华无格 针织物 染色 工艺
下载PDF
共写随笔的“格”与“美”
9
作者 陈连红 何立柱 《初中生世界(初中教学研究)》 2021年第3期72-73,共2页
共写随笔促成师生相互砥砺,相互照见。师生同气相求,用随笔克服怠惰,借助文字让内心更加丰盈,以优秀成就优秀,让美好遇见美好,最终实现共生共长。
关键词 共写随笔 无格
下载PDF
铁系无铬型CO高温变换催化剂在常压系统中的工业应用 被引量:9
10
作者 牟占军 刁丽彤 +4 位作者 刘全生 张前程 金恒芳 陈福祥 何富英 《化肥工业》 CAS 2001年第3期40-41,共2页
铁系无铬型CO高温变换催化剂完全去掉了对人体及环境极其有害的铬组份 ,在加压变换系统中使用取得了良好的效果 ,又在常压变换系统中成功使用。数据表明 ,在常压条件下该催化剂同样表现出活性温度低、蒸汽消耗少、生产负荷大、机械强度... 铁系无铬型CO高温变换催化剂完全去掉了对人体及环境极其有害的铬组份 ,在加压变换系统中使用取得了良好的效果 ,又在常压变换系统中成功使用。数据表明 ,在常压条件下该催化剂同样表现出活性温度低、蒸汽消耗少、生产负荷大、机械强度高等特点 。 展开更多
关键词 铁系无格 高变催化剂 常压变换 应用 常压系统 化肥
下载PDF
一种用于矩形阵列的二维波达方向估计方法 被引量:1
11
作者 王剑书 樊养余 +1 位作者 杜瑞 吕国云 《西安电子科技大学学报》 EI CAS CSCD 北大核心 2019年第4期122-129,共8页
针对现有使用均匀矩形阵列或稀疏矩形阵列的二维无格波达方向估计方法的性能欠佳的问题,提出一种基于二阶特普利茨矩阵重构和二维旋转不变参数估计技术的无格波达方向估计方法。使用均匀矩形阵列或稀疏矩形阵列,对其接收信号的协方差矩... 针对现有使用均匀矩形阵列或稀疏矩形阵列的二维无格波达方向估计方法的性能欠佳的问题,提出一种基于二阶特普利茨矩阵重构和二维旋转不变参数估计技术的无格波达方向估计方法。使用均匀矩形阵列或稀疏矩形阵列,对其接收信号的协方差矩阵进行二阶特普利茨结构表达,通过log-det稀疏测度与正定约束构造约束优化问题,并使用优化最小算法求解,最后通过二维旋转不变参数估计技术估计源的二维波达方向,即方位角与俯仰角。这种方法需要多次求解半定规划问题,计算复杂度相对较高,但能获得更好的波达方向估计性能。在仿真实验中,这种方法在均匀矩形阵列或稀疏矩形阵列条件下均有非常低的均方根误差,接近克拉美罗界,证明了其良好的波达方向估计性能。 展开更多
关键词 二维波达方向估计 无格 矩形阵列 半定规划 优化最小
下载PDF
混合体系斜拉桥钢混结合段试验模型研究 被引量:4
12
作者 姜文 谭仕强 《公路工程》 北大核心 2017年第4期102-107,113,共7页
为研究大跨混合体系斜拉桥中主梁钢混结合段对结构受力的影响,把握其受力特性及传力机理,首先结合整体杆系模型,分析了结合段不同位置对结构整体受力的影响,提出了结合段位置的设计原则;并制作了该桥无格室后承压板式钢混结合段1∶3试... 为研究大跨混合体系斜拉桥中主梁钢混结合段对结构受力的影响,把握其受力特性及传力机理,首先结合整体杆系模型,分析了结合段不同位置对结构整体受力的影响,提出了结合段位置的设计原则;并制作了该桥无格室后承压板式钢混结合段1∶3试验模型,完成了标准组合、1.0倍和1.6倍承载能力基本组合3个工况下的静力加载试验,获得了模型钢梁、混凝土梁和结合部位的应力应变、变形分布情况;建立了空间实体有限元计算模型对其进行了应力分析,采用应力积分方法获得了结合段各部位的传力比例。结果表明:各试验工况下,试验模型没有出现开裂,各部位应力结果均小于理论分析值,应力从钢梁段至混凝土梁段平稳传递,表明钢混结合段结构和构造设计合理,安全储备足够。可为类似工程提供参考。 展开更多
关键词 混合梁斜拉桥 钢混结合段 无格 模型试验 应力积分
下载PDF
Numerical analysis of coupled finite element with element-free Galerkin in sheet flexible-die forming 被引量:7
13
作者 王忠金 袁斌先 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2014年第2期462-469,共8页
A numerical method for coupled deformation between sheet metal and flexible-die was proposed. Based on the updated Lagrangian (UL) formulation, the elastoplastic deformation of sheet metal was analyzed with finite e... A numerical method for coupled deformation between sheet metal and flexible-die was proposed. Based on the updated Lagrangian (UL) formulation, the elastoplastic deformation of sheet metal was analyzed with finite element method (FEM) and the bulk deformation of flexible-die was analyzed with element-free Galerkin method (EFGM). The frictional contact between sheet metal and flexible-die was treated by the penalty function method. The sheet elastic flexible-die bulging process was analyzed with the FEM-EFGM program for coupled deformation between sheet metal and bulk flexible-die, called CDSB-FEM-EFGM for short. Compared with finite element code DEFORM-2D and experiment results, the CDSB-FEM-EFGM program is feasible. This method provides a suitable numerical method to analyze sheet flexible-die forming. 展开更多
关键词 sheet flexible-die forming finite element method element-free Galerkin method coupling aluminum alloy
下载PDF
MESH FREE ADAPTIVE ALGORITHM FOR SOLVING EULER EQUATIONS ON STRUCTURED GRID POINTS 被引量:1
14
作者 马志华 陈红全 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2005年第4期271-275,共5页
A complete mesh free adaptive algorithm (MFAA), with solution adaptation and geometric adaptation, is developed to improve the resolution of flow features and to replace traditional global refinement techniques in s... A complete mesh free adaptive algorithm (MFAA), with solution adaptation and geometric adaptation, is developed to improve the resolution of flow features and to replace traditional global refinement techniques in structured grids. Unnecessary redundant points and elements are avoided by using the mesh free local clouds refinement technology in shock influencing regions and regions near large curvature places on the boundary. Inviscid compressible flows over NACA0012 and RAE2822 airfoils are computed. Finally numerical results validate the accuracy of the above method. 展开更多
关键词 mesh free adaptive algorithm local refinement Euler equations
下载PDF
A Gridless Router Based on Hierarchical PB Corner Stitching Structure
15
作者 张轶谦 蔡懿慈 +2 位作者 洪先龙 张雁 谢民 《Journal of Semiconductors》 EI CAS CSCD 北大核心 2003年第2期141-147,共7页
A multi layer gridless area router is reported.Based on corner stitching,this router adopts tile expansion to explore path for each net.A heuristic method that penalizes nodes deviating from the destination is devise... A multi layer gridless area router is reported.Based on corner stitching,this router adopts tile expansion to explore path for each net.A heuristic method that penalizes nodes deviating from the destination is devised to accelerate the algorithm.Besides,an enhanced interval tree is used to manage the intermediate data structure.In order to improve the completion rate of routing,a new gridless rip up and rerouting algorithm is proposed.The experimental results indicate that the completion rate is improved after the rip up and reroute process and the speed of this algorithm is satisfactory. 展开更多
关键词 gridless area routing rip up and reroute corner stitching structure VLSI
下载PDF
GRIDLESS METHOD FOR UNSTEADY VISCOUS FLOWS
16
作者 蒲赛虎 陈红全 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2012年第1期1-8,共8页
Gridless method is developed for unsteady viscous flows involving moving boundaries. The point distri- bution of gridless method is implemented in an isotropic or anisotropic way according to the features of viscous f... Gridless method is developed for unsteady viscous flows involving moving boundaries. The point distri- bution of gridless method is implemented in an isotropic or anisotropic way according to the features of viscous flows. In the area far away from the body, the traditional cloud of isotropic points is used, while in the adjacent area, the cloud of anisotropic points is distributed. In this way, the point spacing normal to the wall can be small enough for simulating the boundary layer, and meanwhile, the total number of points in the computational do- main can be controlled due to large spacing in other tangential direction through the anisotropic way. A fast mov- ing technique of clouds of points at each time-step is presented based on the attenuation law of disturbed motion for unsteady flows involving moving boundaries. In the mentioned cloud of points, a uniform weighted least- square curve fit method is utilized to discretize the spatial derivatives of the Navier-Stokes equations. The pro- posed gridless method, coupled with a dual time-stepping method and the Spalart-Allmaras turbulence model, is implemented for the Navier-Stokes equations. The computational results of unsteady viscous flows around a NLR7301 airfoil with an oscillating flap and a pitching NACA0012 airfoil are presented in a good agreement with the available experimental data. 展开更多
关键词 gridless method cloud of points Navier-Stokes equations unsteady flow viscous flow
下载PDF
Precision of meshfree methods and application to forward modeling of two-dimensional electromagnetic sources 被引量:2
17
作者 李俊杰 严家斌 皇祥宇 《Applied Geophysics》 SCIE CSCD 2015年第4期503-515,627,共14页
Meshfree method offers high accuracy and computational capability and constructs the shape function without relying on predefined elements. We comparatively analyze the global weak form meshfree methods, such as eleme... Meshfree method offers high accuracy and computational capability and constructs the shape function without relying on predefined elements. We comparatively analyze the global weak form meshfree methods, such as element-free Galerkin method (EFGM), the point interpolation method (PIM), and the radial point interpolation method (RPIM). Taking two dimensional Poisson equation as an example, we discuss the support-domain dimensionless size, the field nodes, and background element settings with respect to their effect on calculation accuracy of the meshfree method. RPIM and EFGM are applied to controlled- source two-dimensional electromagnetic modeling with fixed shape parameters. The accuracy of boundary conditions imposed directly and by a penalty function are discussed in the case of forward modeling of two-dimensional magnetotellurics in a homogeneous medium model. The coupling algorithm of EFG-PIM and EFG-RPIM are generated by integrating the PIM or RPIM and EFGM. The results of the numerical modeling suggest the following. First, the proposed meshfree method and corresponding coupled methods are well-suited for electromagnetic numerical modeling. The accuracy of the algorithm is the highest when the support-domain dimensionless size is 1.0 and the distribution of field nodes is consistent with the nodes of background elements. Second, the accuracy of PIM and RPIM are lower than that of EFGM for the Poisson equation but higher than EFGM for the homogeneous medium MT response. Third, RPIM overcomes the matrix inversion problem of PIM and has a wider selection of support-domain dimensionless sizes as compared to RPIM. 展开更多
关键词 Element-free Galerkin method point-interpolation method radial pointinterpolation method Poisson equation controlled-source electromagnetic modeling coupled meshfree method
下载PDF
PML and CFS-PML boundary conditions for a mesh-free finite difference solution of the elastic wave equation 被引量:4
18
作者 Sun Cheng-Yu Li Shi-Zhong Xu Ning 《Applied Geophysics》 SCIE CSCD 2019年第4期438-454,560,共18页
Mesh-free finite difference(FD)methods can improve the geometric flexibility of modeling without the need for lattice mapping or complex meshing process.Radial-basisfunction-generated FD is among the most commonly use... Mesh-free finite difference(FD)methods can improve the geometric flexibility of modeling without the need for lattice mapping or complex meshing process.Radial-basisfunction-generated FD is among the most commonly used mesh-free FD methods and can accurately simulate seismic wave propagation in the non-rectangular computational domain.In this paper,we propose a perfectly matched layer(PML)boundary condition for a meshfree FD solution of the elastic wave equation,which can be applied to the boundaries of the non-rectangular velocity model.The performance of the PML is,however,severely reduced for near-grazing incident waves and low-frequency waves.We thus also propose the complexfrequency-shifted PML(CFS-PML)boundary condition for a mesh-free FD solution of the elastic wave equation.For two PML boundary conditions,we derive unsplit time-domain expressions by constructing auxiliary differential equations,both of which require less memory and are easy for programming.Numerical experiments demonstrate that these two PML boundary conditions effectively eliminate artificial boundary reflections in mesh-free FD simulations.When compared with the PML boundary condition,the CFS-PML boundary condition results in better absorption for near-grazing incident waves and evanescent waves. 展开更多
关键词 mesh-free finite difference elastic wave equation non-rectangular computational domain perfectly matched layer complex-frequency-shifted perfectly matched layer
下载PDF
Comparison of Improved Meshless Interpolation Schemes for SPH Method and Accuracy Analysis 被引量:1
19
作者 郑兴 段文洋 马庆位 《Journal of Marine Science and Application》 2010年第3期223-230,共8页
In the smoothed particle hydrodynamics (SPH) method, a meshless interpolation scheme is needed for the unknown function in order to discretize the governing equation.A particle approximation method has so far been use... In the smoothed particle hydrodynamics (SPH) method, a meshless interpolation scheme is needed for the unknown function in order to discretize the governing equation.A particle approximation method has so far been used for this purpose.Traditional particle interpolation (TPI) is simple and easy to do, but its low accuracy has become an obstacle to its wider application.This can be seen in the cases of particle disorder arrangements and derivative calculations.There are many different methods to improve accuracy, with the moving least square (MLS) method one of the most important meshless interpolation methods.Unfortunately, it requires complex matrix computing and so is quite time-consuming.The authors developed a simpler scheme, called higher-order particle interpolation (HPI).This scheme can get more accurate derivatives than the MLS method, and its function value and derivatives can be obtained simultaneously.Although this scheme was developed for the SPH method, it has been found useful for other meshless methods. 展开更多
关键词 higher order particle interpolation (HPI) SPH meshless method moving least square (MLS)
下载PDF
An element-free Galerkin method for ground penetrating radar numerical simulation 被引量:2
20
作者 冯德山 郭荣文 王洪华 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第1期261-269,共9页
An element-free Galerkin method(EFGM) is used to solve the two-dimensional(2D) ground penetrating radar(GPR)modelling problems, due to its simple pre-processing, the absence of elements and high accuracy. Different fr... An element-free Galerkin method(EFGM) is used to solve the two-dimensional(2D) ground penetrating radar(GPR)modelling problems, due to its simple pre-processing, the absence of elements and high accuracy. Different from element-based numerical methods, this approach makes nodes free from the elemental restraint and avoids the explicit mesh discretization. First, we derived the boundary value problem for the 2D GPR simulation problems. Second, a penalty function approach and a boundary condition truncated method were used to enforce the essential and the absorbing boundary conditions, respectively. A three-layered GPR model was used to verify our element-free approach. The numerical solutions show that our solutions have an excellent agreement with solutions of a finite element method(FEM). Then, we used the EFGM to simulate one more complex model to show its capability and limitations. Simulation results show that one obvious advantage of EFGM is the absence of element mesh, which makes the method very flexible. Due to the use of MLS fitting, a key feature of EFM, is that both the dependent variable and its gradient are continuous and have high precision. 展开更多
关键词 element-free Galerkin method moving least-squares method ground penetrating radar forward simulation
下载PDF
上一页 1 2 3 下一页 到第
使用帮助 返回顶部