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OpenID Connect协议的形式化分析与优化
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作者 陈琼 缪祥华 袁梅宇 《计算机技术与发展》 2026年第2期195-200,214,共7页
OpenID Connect协议作为实现身份认证与授权的重要机制,其安全性备受关注。利用Scyther模型检测工具,在CK强安全模型约束下对该协议进行形式化分析。分析结果表明,OpenID Connect协议存在明显的安全漏洞,其中包括跨站请求伪造攻击、重... OpenID Connect协议作为实现身份认证与授权的重要机制,其安全性备受关注。利用Scyther模型检测工具,在CK强安全模型约束下对该协议进行形式化分析。分析结果表明,OpenID Connect协议存在明显的安全漏洞,其中包括跨站请求伪造攻击、重放攻击以及中间人攻击等问题。这些安全漏洞严重威胁着协议运行的安全性和用户信息的保密性。针对跨站请求伪造攻击,对state参数实施加盐哈希处理;针对重放攻击,引入时间戳校验机制,客户端请求时服务端生成精确时间戳,通过网络时间协议确保时间同步,仅处理处于预设时间窗口期内的请求;针对中间人攻击,采用SM2数字签名算法,客户端用私钥签名请求,服务器用公钥验证,服务器转发时附加自身签名,确保请求来源可信。改进后的协议在抵御上述安全攻击方面表现出色,经检验具备良好的安全性,能够为用户提供更为可靠的身份验证和授权服务,对于提升OpenID Connect协议在实际应用中的安全性具有重要意义。 展开更多
关键词 OpenID connect协议 形式化分析 CK安全模型 Scyther 协议分析 改进
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Modal and Thermal Analysis of a Modified Connecting Rod of an Internal Combustion Engine Using Finite Element Method
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作者 Nkrumah Jacob Kwaku Baba Ziblim +1 位作者 Sulemana Yahaya Sherry Kwabla Amedorme 《Modeling and Numerical Simulation of Material Science》 2023年第3期29-49,共21页
The connecting rod is one of the most important moving components in an internal combustion engine. The present work determined the possibility of using aluminium alloy 7075 material to design and manufacture a connec... The connecting rod is one of the most important moving components in an internal combustion engine. The present work determined the possibility of using aluminium alloy 7075 material to design and manufacture a connecting rod for weight optimisation without losing the strength of the connecting rod. It considered modal and thermal analyses to investigate the suitability of the material for connecting rod design. The parameters that were considered under the modal analysis were: total deformation, and natural frequency, while the thermal analysis looked at the temperature distribution, total heat flux and directional heat flux of the four connecting rods made with titanium alloy, grey cast iron, structural steel and aluminium 7075 alloy respectively. The connecting rod was modelled using Autodesk inventor2017 software using the calculated parameters. The steady-state thermal analysis was used to determine the induced heat flux and directional heat flux. The study found that Aluminium 7075 alloy deformed more than the remaining three other materials but has superior qualities in terms of vibrational natural frequency, total heat flux and lightweight compared to structural steel, grey cast iron and titanium alloy. 展开更多
关键词 connecting Rod Steady-State Thermal Analysis DEFORMATION Heat Flux Thermal and Modal Finite Element method
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INFINITE ELEMENT METHOD FOR PROBLEMS ON UNBOUNDED AND MULTIPLY CONNECTED DOMAINS 被引量:1
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作者 应隆安 《Acta Mathematica Scientia》 SCIE CSCD 2001年第4期440-452,共13页
The author studies the infinite element method for the boundary value problems of second order elliptic equations on unbounded and multiply connected domains. The author makes a partition of the domain into infinite n... The author studies the infinite element method for the boundary value problems of second order elliptic equations on unbounded and multiply connected domains. The author makes a partition of the domain into infinite number of elements. Without dividing the domain, as usual, into a bounded one and an exterior one, he derives an initial value problem of an ordinary differential equation for the combined stiffness matrix, then obtains the approximate solution with a small amount of computer work. Numerical examples are given. 展开更多
关键词 finite element method infinite element method unbounded domain multiply connected domain
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The influence of the underpassing frozen connecting passage on the deformation of the existing tunnel 被引量:2
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作者 JunHao Chen Jian Zhang +1 位作者 BiJian Chen Gen Lu 《Research in Cold and Arid Regions》 CSCD 2022年第4期258-266,共9页
Based on the engineering background of the contact channel between Shangyang and Gushan of Fuzhou Metro Line 2 undercrossing the existing tunnel line,the freezing temperature field of the contact channel,the displacem... Based on the engineering background of the contact channel between Shangyang and Gushan of Fuzhou Metro Line 2 undercrossing the existing tunnel line,the freezing temperature field of the contact channel,the displacement field of the existing tunnel line and the contact channel with different net distances and horizontal angles are analyzed by ANSYS finite element software and field measurement method.The obtained results indicate that during the freezing period,the temperature drops at different measuring holes are almost the same.The temperature near the bottom freezing tube drops faster than that far from the tube.It is found that the bilateral freezing technique improves the formation of the freezing wall in the intersection area.In this case,the intersection time of the cross-section is 7 days faster than that of the adjacent ordinary section.The change curve of the displacement of the surface uplift in different freezing periods with the distance from the center of the channel is“M”shaped.The maximum uplift displacement at 12 m from channel center is 25 mm.The vertical displacement of the measuring point located above the central axis of the connecting channel is large.The farther the point from the central axis,the smaller the corresponding vertical displacement.When the horizontal angle between the existing tunnel and the connecting channel is less than 60,the existing vertical displacement of the tunnel changes rapidly with the horizontal angle,reaching 0.17 mm/.Meanwhile,when the net distance is less than 6.1 m,the change rate of the vertical displacement of the tunnel is up to 2.4 mm/m. 展开更多
关键词 Existing tunnel Displacement field connecting passage Freezing method Down crossing
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Approximate Method of Riemann-Hilbert Problem for Elliptic Complex Equations of First Order in Multiply Connected Unbounded Domains
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作者 Guochun Wen 《Applied Mathematics》 2013年第1期84-90,共7页
In this article, we discuss the approximate method of solving the Riemann-Hilbert boundary value problem for nonlinear uniformly elliptic complex equation of first order (0.1) with the boundary conditions (0.2) in a m... In this article, we discuss the approximate method of solving the Riemann-Hilbert boundary value problem for nonlinear uniformly elliptic complex equation of first order (0.1) with the boundary conditions (0.2) in a multiply connected unbounded domain D, the above boundary value problem will be called Problem A. If the complex Equation (0.1) satisfies the conditions similar to Condition C of (1.1), and the boundary condition (0.2) satisfies the conditions similar to (1.5), then we can obtain approximate solutions of the boundary value problems (0.1) and (0.2). Moreover the error estimates of approximate solutions for the boundary value problem is also given. The boundary value problem possesses many applications in mechanics and physics etc., for instance from (5.114) and (5.115), Chapter VI, [1], we see that Problem A of (0.1) possesses the important application to the shell and elasticity. 展开更多
关键词 APPROXIMATE method RIEMANN-HILBERT Problem Nonlinear ELLIPTIC Complex Equations Multiply connected UNBOUNDED DOMAINS
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Enhanced optimal delaunay triangulation methods with connectivity regularization
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作者 HAI Yong-qing GUO Yu-fei +3 位作者 DONG Mo ZHAO Rong-li SUN Ke-wu SHANG Fei-fei 《Applied Mathematics(A Journal of Chinese Universities)》 SCIE CSCD 2022年第3期453-469,共17页
In this paper,we study the underlying properties of optimal Delaunay triangulations(ODT)and propose enhanced ODT methods combined with connectivity regularization.Based on optimizing node positions and Delaunay triang... In this paper,we study the underlying properties of optimal Delaunay triangulations(ODT)and propose enhanced ODT methods combined with connectivity regularization.Based on optimizing node positions and Delaunay triangulation iteratively,ODT methods are very effective in mesh improvement.This paper demonstrates that the energy function minimized by ODT is nonconvex and unsmooth,thus,ODT methods suffer the problem of falling into a local minimum inevitably.Unlike general ways that minimize the ODT energy function in terms of mathematics directly,we take an outflanking strategy combining ODT methods with connectivity regularization for this issue.Connectivity regularization reduces the number of irregular nodes by basic topological operations,which can be regarded as a perturbation to help ODT methods jump out of a poor local minimum.Although the enhanced ODT methods cannot guarantee to obtain a global minimum,it starts a new viewpoint of minimizing ODT energy which uses topological operations but mathematical methods.And in terms of practical effect,several experimental results illustrate the enhanced ODT methods are capable of improving the mesh furtherly compared to general ODT methods. 展开更多
关键词 mesh optimization connectivity regularization ODT methods triangular mesh
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A new approach for flow simulation in complex hydraulic fracture morphology and its application:Fracture connection element method
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作者 Guang-Long Sheng Hui Zhao +4 位作者 Jia-Ling Ma Hao Huang Hai-Yang Deng Wen-Tao Zhan Yu-Yang Liu 《Petroleum Science》 SCIE EI CSCD 2023年第5期3002-3012,共11页
Efficient flow simulation and optimization methods of hydraulic fracture morphology in unconventional reservoirs are effective ways to enhance oil/gas recovery.Based on the connection element method(CEM)and distributi... Efficient flow simulation and optimization methods of hydraulic fracture morphology in unconventional reservoirs are effective ways to enhance oil/gas recovery.Based on the connection element method(CEM)and distribution of stimulated reservoir volume,the complex hydraulic fracture morphology was accurately described using heterogeneous node connection system.Then a new fracture connection element method(FCEM)for fluid flow in stimulated unconventional reservoirs with complex hydraulic fracture morphology was proposed.In the proposed FCEM,the arrangement of dense nodes in the stimulated area and sparse nodes in the unstimulated area ensures the calculation accuracy and efficiency.The key parameter,transmissibility,was also modified according to the strong heterogeneity of stimulated reservoirs.The finite difference and semi-analytical tracking were used to accurately solve the pressure and saturation distribution between nodes.The FCEM is validated by comparing with traditional numerical simulation method,and the results show that the bottom hole pressure simulated by the FCEM is consistent with the results from traditional numerical simulation method,and the matching rate is larger than 95%.The proposed FCEM was also used in the optimization of fracturing parameters by coupling the hydraulic fracture propagation method and intelligent optimization algorithm.The integrated intelligent optimization approach for multi-parameters,such as perforation number,perforation location,and displacement in hydraulic fracturing is proposed.The proposed approach was applied in a shale gas reservoir,and the result shows that the optimized perforation location and morphology distribution are related to the distribution of porosity/permeability.When the perforation location and displacement are optimized with the same fracture number,NPV increases by 70.58%,which greatly improves the economic benefits of unconventional reservoirs.This work provides a new way for flow simulation and optimization of hydraulic fracture morphology of multi-fractured horizontal wells in unconventional reservoirs. 展开更多
关键词 Unconventional reservoirs Multi-fractured horizontal wells Complex fracture morphology Fracture connection element method Integrated optimization
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A Hybrid Level Set Optimization Design Method of Functionally Graded Cellular Structures Considering Connectivity
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作者 Yan Dong Kang Zhao +1 位作者 Liang Gao Hao Li 《Computers, Materials & Continua》 SCIE EI 2024年第4期1-18,共18页
With the continuous advancement in topology optimization and additive manufacturing(AM)technology,the capability to fabricate functionally graded materials and intricate cellular structures with spatially varying micr... With the continuous advancement in topology optimization and additive manufacturing(AM)technology,the capability to fabricate functionally graded materials and intricate cellular structures with spatially varying microstructures has grown significantly.However,a critical challenge is encountered in the design of these structures–the absence of robust interface connections between adjacent microstructures,potentially resulting in diminished efficiency or macroscopic failure.A Hybrid Level Set Method(HLSM)is proposed,specifically designed to enhance connectivity among non-uniform microstructures,contributing to the design of functionally graded cellular structures.The HLSM introduces a pioneering algorithm for effectively blending heterogeneous microstructure interfaces.Initially,an interpolation algorithm is presented to construct transition microstructures seamlessly connected on both sides.Subsequently,the algorithm enables the morphing of non-uniform unit cells to seamlessly adapt to interconnected adjacent microstructures.The method,seamlessly integrated into a multi-scale topology optimization framework using the level set method,exhibits its efficacy through numerical examples,showcasing its prowess in optimizing 2D and 3D functionally graded materials(FGM)and multi-scale topology optimization.In essence,the pressing issue of interface connections in complex structure design is not only addressed but also a robust methodology is introduced,substantiated by numerical evidence,advancing optimization capabilities in the realm of functionally graded materials and cellular structures. 展开更多
关键词 Hybrid level set method functionally graded cellular structure connectIVITY interpolated transition optimization design
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THREE-DIMENSIONAL FINITE ELEMENT DELAUNAY MESH GENERATION BY A PERFECTED NODE CONNECTION METHOD
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作者 Du Qungui 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2000年第2期153-158,共6页
How to automatically generate three-dimensional finite element Delaunay mesh by a peifected node connection method is introduced, where nodes are generated based on existing elements, instead of independence of node c... How to automatically generate three-dimensional finite element Delaunay mesh by a peifected node connection method is introduced, where nodes are generated based on existing elements, instead of independence of node creation and elements generation in traditional node connection method. Therefore, Ihe the difficulty about how to automatically create nodes in the traditional method is overcome. 展开更多
关键词 Finite element Mesh generation Delaunay triangulation Node connection method
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A two-scale method to include essential behaviour of bolted connections instructures including elevated temperatures
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作者 Qingfeng Xu Hèrm Hofmeyer Johan Maljaars 《Theoretical & Applied Mechanics Letters》 CSCD 2024年第6期496-512,共17页
A two-scale method is proposed to simulate the essential behavior of bolted connections in structures includingelevated temperatures.It is presented,verified,and validated for the structural behavior of two plates,con... A two-scale method is proposed to simulate the essential behavior of bolted connections in structures includingelevated temperatures.It is presented,verified,and validated for the structural behavior of two plates,connectedby a bolt,under a variety of loads and elevated temperatures.The method consists of a global-scale model thatsimulates the structure(here the two plates)by volume finite elements,and in which the bolt is modelled bya spring.The spring properties are provided by a smallscale model,in which the bolt is modelled by volumeelements,and for which the boundary conditions are retrieved from the global-scale model.To ensure the small-scale model to be as computationally efficient as possible,simplifications are discussed regarding the materialmodel and the modelling of the threads.For the latter,this leads to the experimentally validated application ofa non-threaded shank with its stress area.It is shown that a non-linear elastic spring is needed for the bolt inthe global-scale model,so the post-peak behavior of the structure can be described efficiently.All types of boltedconnection failure as given by design standards are simulated by the twoscale method,which is successfullyvalidated(except for net section failure)by experiments,and verified by a detailed system model,which modelsthe structure in full detail.The sensitivity to the size of the part of the plate used in the small-scale modelis also studied.Finally,multi-directional load cases,also for elevated temperatures,are studied with the two-scale method and verified with the detailed system model.As a result,a computationally efficient finite elementmodelling approach is provided for all possible combined load actions(except for nut thread failure and netsection failure)and temperatures.The two-scale method is shown to be insightful,for it contains a functionalseparation of scales,revealing their relationships,and consequently,local small-scale non-convergence can behandled.Not presented in this paper,but the two-scale method can be used in e.g.computationally expensive two-way coupled fire-structure simulations,where it is beneficial for distributed computing and densely packed boltconfigurations with stiffplates,for which a single small-scale model may be representative for several connections. 展开更多
关键词 Two-scale method Finite element model Bolted connection Structural failure Elevated temperatures FIRE
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Gain adaptive tuning method for fiber Raman amplifier based on two-stage neural networks and double weights updates
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作者 MU Kuanlin WU Yue 《Optoelectronics Letters》 2025年第5期284-289,共6页
We present a gain adaptive tuning method for fiber Raman amplifier(FRA) using two-stage neural networks(NNs) and double weights updates. After training the connection weights of two-stage NNs separately in training ph... We present a gain adaptive tuning method for fiber Raman amplifier(FRA) using two-stage neural networks(NNs) and double weights updates. After training the connection weights of two-stage NNs separately in training phase, the connection weights of the unified NN are updated again in verification phase according to error between the predicted and target gains to eliminate the inherent error of the NNs. The simulation results show that the mean of root mean square error(RMSE) and maximum error of gains are 0.131 d B and 0.281 d B, respectively. It shows that the method can realize adaptive adjustment function of FRA gain with high accuracy. 展开更多
关键词 gain adaptive tuning connection weights error predicted target gains training connection weights unified nn gain adaptive tuning method double weights updates fiber raman amplifier fra
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Pansystems Philosophy:A New Encyclopaedia-Connecting View of World
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作者 吴学谋 《天水师范学院学报》 1991年第4期2-26,共25页
A new type of philosophy from the view of pansystems is introducedhere,including the 7 philosophy theories(7PT),fuzziness research andmany second/third philosophies are developed within pansystems frame-work.
关键词 7PT Pansystems VIEWS 100 Pansystems Yinyang Pansys TEMS TAIJI PACSYSTEMS methods Encyclopaedia-connecting (EC) The True The Good The Beautiful The Zen(TGBZ) FUZZINESS Panweight-Fuzzy.
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螺栓连接接触界面的不确定性参数辨识
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作者 李玲 巨子津 +2 位作者 刘佳芸 解妙霞 李丽霞 《振动工程学报》 北大核心 2026年第2期377-385,共9页
螺栓连接接触界面参数的不确定性是影响装配结构精度与可靠性的重要因素。因此对连接中不同螺栓预紧力、外部载荷和几何特征状态下的接触界面不确定性参数进行辨识,建立精确的螺栓连接参数模型。结合偏置的Euler-Bernoulli梁单元与接触... 螺栓连接接触界面参数的不确定性是影响装配结构精度与可靠性的重要因素。因此对连接中不同螺栓预紧力、外部载荷和几何特征状态下的接触界面不确定性参数进行辨识,建立精确的螺栓连接参数模型。结合偏置的Euler-Bernoulli梁单元与接触界面的随机节点单元,建立不同状态下螺栓连接梁的不确定性参数有限元模型。通过贝叶斯方法辨识单一状态下螺栓连接接触界面的参数分布,再通过贝叶斯振型组装算法辨识不同状态下螺栓连接接触界面的参数分布,并分析接触界面不确定性参数从单一状态到多状态的传播过程。探究不同螺栓预紧力、外部载荷和几何特征状态下接触界面参数的不确定性分布对结构动力学特性的影响。结果表明:在单一状态下,接触界面参数整体呈正态分布,且节点横向与轴向刚度的分布具有弱相关性;在多状态下,接触界面随机参数的分布期望与螺栓连接结构状态整体呈线性关系,且在局部表现出不确定性;随着仿真频率的提高,螺栓连接结构频率响应逐渐发散。 展开更多
关键词 螺栓连接 接触界面 贝叶斯方法 随机参数分布
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重叠隧道外挂式联络通道施工环境影响与关键技术:以天津地铁10号线外挂式联络通道为例
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作者 程雪松 何运清 +4 位作者 韩建 王凯 童刚强 王瑞坤 郑刚 《科学技术与工程》 北大核心 2026年第1期309-320,共12页
为探明重叠隧道新型联络通道施工对相关建筑物的变形影响规律,依托国内软土地区首例重叠隧道外挂式联络通道,总结施工过程中采用的“先下后上”开挖顺序、下洞冻结与上洞钻孔并行施工、下洞开挖与上洞冻结交叉施工等关键控制技术的作用... 为探明重叠隧道新型联络通道施工对相关建筑物的变形影响规律,依托国内软土地区首例重叠隧道外挂式联络通道,总结施工过程中采用的“先下后上”开挖顺序、下洞冻结与上洞钻孔并行施工、下洞开挖与上洞冻结交叉施工等关键控制技术的作用,同时通过实测分析对新型联络通道施工对周边环境的影响进行了研究。结果表明:新型外挂式联络通道修建过程中,联络通道中轴线地表位移时程曲线可分为下洞钻孔微变阶段、上洞冻胀隆起阶段、上洞钻孔下沉阶段、下挖波动下沉阶段、上洞冻胀隆起阶段、上挖快速下沉阶段、上下注浆止沉阶段等7个阶段;施工过程中,地层与邻近结构变形先增大后减小,基本均在上洞冻胀隆起阶段达到最大,在此阶段应加强监测与控制,避免邻近结构损伤;外挂式联络通道冻结施工会对主隧道产生挤压,因此上下洞主隧道均呈现“竖鸭蛋”形变形,在下洞联络通道冻结期间,下洞隧道拱底沉降,拱顶隆起,而在上洞联络通道冻胀阶段,下洞隧道拱底、拱底竖向位移均表现为沉降;新型外挂式联络通道采用“先下后上”开挖顺序等施工工序与控制技术可缩短40%工期,同时使得上下洞联络通道施工产生的环境影响不利效应相互抵消,最大限度地降低了对周边地层和重要建构筑物的扰动。所提的重叠隧道联络通道建造新技术能够为未来密集城区地下空间开发提供重要参考。 展开更多
关键词 地铁联络通道 冻结法 实测分析 外挂式联络通道
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融合改进RRT–Connect与APF的路径规划算法
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作者 赵卫东 刘立磊 吕红兵 《安徽工业大学学报(自然科学版)》 2025年第4期401-409,417,共10页
为提高无人驾驶车辆路径规划的实时性与安全性,提出一种融合改进双向快速扩展随机树(RRT–Connect)和人工势场(APF)的协同优化算法。首先采用动态步长策略,根据节点与障碍物间距自适应调整扩展步长,显著提高路径搜索效率;其次融合APF特... 为提高无人驾驶车辆路径规划的实时性与安全性,提出一种融合改进双向快速扩展随机树(RRT–Connect)和人工势场(APF)的协同优化算法。首先采用动态步长策略,根据节点与障碍物间距自适应调整扩展步长,显著提高路径搜索效率;其次融合APF特性,利用其引力分量引导随机树向目标点方向偏置采样以加快收敛速度,同时借助APF斥力分量实现障碍物规避以增强路径安全性;进而引入双向剪枝策略结合三次B样条曲线优化,有效缩短路径长度并提升轨迹平滑度;特别地,通过改进APF斥力函数增加目标点间距离分量,解决目标点不可达问题,又确保车辆在动态环境中能稳定抵达目标位置。为验证算法有效性,基于机器人操作系统(ROS)搭建仿真平台,在多种复杂障碍物场景下进行测试。结果表明:与基准RRT和RRT–Connect算法,本文提出的融合优化算法通过动态步长策略和采样函数改进,使路径节点数量分别减少约30%和12%,路径长度分别缩短约30%和13%,搜索时间分别降低约50%和3%;经双向剪枝策略和三次B样条曲线的联合优化处理,路径平滑度进一步提升、长度进一步缩短;改进后的斥力函数不仅有效解决了目标点不可达问题,同时提升了算法在动态复杂环境中的实时避障能力。 展开更多
关键词 RRT–connect 人工势场法 动态步长 自适应采样 无人驾驶 实时避障 运动平滑 路径规划
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基于场路耦合方法的曲折型联结组电力变压器阻抗计算研究
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作者 徐春苗 吴东阳 于健 《变压器》 2026年第2期42-47,共6页
短路阻抗是变压器设计的重要参数之一,而带有曲折型联结绕组的电力变压器,由于绕组排列和联结特殊性,导致传统工程解析方法精度不高。本文中作者以一台低压为曲折联结的220 kV出口电力变压器为例,推导了经典阻抗解析计算公式,并分别采... 短路阻抗是变压器设计的重要参数之一,而带有曲折型联结绕组的电力变压器,由于绕组排列和联结特殊性,导致传统工程解析方法精度不高。本文中作者以一台低压为曲折联结的220 kV出口电力变压器为例,推导了经典阻抗解析计算公式,并分别采用解析公式和数值仿真计算能量法计算了阻抗,首次将场路耦合方法应用于曲折型绕组的短路阻抗计算中。通过与试验结果的对比,验证了基于场路耦合方法的数值仿真计算能量法具有更高的精度,为同类型变压器的阻抗计算提供了有效参考依据。 展开更多
关键词 曲折型联结 阻抗计算 能量法 场路耦合
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钢-混组合桥面板组合梁桥荷载横向分布系数研究
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作者 张天航 吴怿珊 +1 位作者 张建勋 王嘉锋 《世界桥梁》 北大核心 2026年第1期115-122,共8页
为确保钢-混组合桥面板组合梁桥的安全性与经济性,对其荷载横向分布系数及影响因素进行研究。以河南省道S541梅山西沟段中桥(跨径20 m的钢-混组合桥面板工字形组合梁桥)为背景,建立有限元模型计算荷载横向分布系数,并与偏心压力法、修... 为确保钢-混组合桥面板组合梁桥的安全性与经济性,对其荷载横向分布系数及影响因素进行研究。以河南省道S541梅山西沟段中桥(跨径20 m的钢-混组合桥面板工字形组合梁桥)为背景,建立有限元模型计算荷载横向分布系数,并与偏心压力法、修正偏心压力法和刚接梁法进行对比;进一步研究横梁构造形式及数量、桥面板混凝土厚度、桥面板纵向开裂对荷载横向分布系数的影响。结果表明:刚接梁法计算结果与有限元法最为接近;横梁构造形式相同时,中横梁数量增加,边主梁荷载横向分布系数相对只有端横梁时增大,最大增大0.83%,而中主梁则会降低,最大降低1.40%;横梁数量相同时,采用K形钢桁架横梁时边主梁荷载横向分布系数最佳,而采用H形框架式支撑横梁时中主梁荷载横向分布系数最佳;桥面板混凝土厚度每增加30 mm,边、中主梁荷载横向分布系数分别平均降低0.88%和0.83%;当组合桥面板纵向开裂后,边主梁荷载横向分布系数降低且降低幅度随横梁数量增加而递减,而中主梁荷载横向分布系数增加且增加幅度随横梁数量的增加而上升。 展开更多
关键词 组合梁桥 钢-混组合桥面板 荷载横向分布系数 横梁 刚接梁法 影响因素 有限元法
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基于交互电流扩展小干扰互联矩阵的同步发电机-等效异构风电场-高压直流系统低频振荡抑制
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作者 李生虎 陶帝文 《中国电机工程学报》 北大核心 2026年第4期1407-1419,I0009,共14页
同步发电机(synchronous generator,SG)、风电场、高压直流(high-voltage direct current,HVDC)间交互,增加了电力系统低频振荡风险。在双馈感应电机(doubly-fed induction generator,DFIG)安装附加阻尼控制器(supplementary damping co... 同步发电机(synchronous generator,SG)、风电场、高压直流(high-voltage direct current,HVDC)间交互,增加了电力系统低频振荡风险。在双馈感应电机(doubly-fed induction generator,DFIG)安装附加阻尼控制器(supplementary damping controller,SDC),可提高小干扰稳定性。由于电网需求和安装成本,并非所有DFIG都配置SDC,从而形成异构风电场(heterogeneous wind farm,HWF)。该文提出HWF场网振荡等效模型,量化HWF-SG-HVDC交互对低频振荡影响。首先,推导SDC对应的非对角状态子矩阵。保持SDC控制效果不变,提出HWF等效方程。根据各等效DFIG输出与HWF输出间关系,建立HWF场网振荡等效模型;其次,建立HWF-SG-HVDC子结构模型。根据设备端电压和输电网络导纳,将子结构输出电流表示为交互电流叠加形式。基于组件连接法,建立计及交互作用的状态矩阵;最后,推导非线性交互矩阵,将其F-范数定义为交互强度。以交互矩阵元素为中间变量,提出关键模态对交互强度的灵敏度,进而建立抑制低频振荡优化算法。仿真结果表明:优化后系统交互强度降低24.5%,关键模态阻尼比由0.02增加至0.06。 展开更多
关键词 等效异构风电场 非线性交互矩阵 扩展组件连接法 交互灵敏度 高压直流 同步发电机 低频振荡
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稳定分层均匀剪切湍流中逆梯度热输运结构特性
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作者 李德 卢志明 《上海大学学报(自然科学版)》 北大核心 2026年第1期83-95,共13页
采用直接数值模拟方法,研究了稳定温度分层条件下均匀剪切湍流(homogeneous shear turbulence, HST)中的热量逆输运特性;采用聚类连通方法深入研究了热量逆梯度输运结构的统计特性,包括其几何特征和空间分布.流场雷诺数设定为Rex=5 000... 采用直接数值模拟方法,研究了稳定温度分层条件下均匀剪切湍流(homogeneous shear turbulence, HST)中的热量逆输运特性;采用聚类连通方法深入研究了热量逆梯度输运结构的统计特性,包括其几何特征和空间分布.流场雷诺数设定为Rex=5 000,理查森数Ri分别取值为0、0.1、0.2.模拟结果揭示了稳定温度分层对湍流结构的显著影响:引入温度分层后,逆梯度输运区域显著增多,且相关结构在流向方向上的尺寸被拉长.此外,稳定分层还导致结构与流向之间的倾斜角度减小.在垂向方向上,“上抛”与“下扫”热通量呈现沿对角线的成对分布特征,且随着分层强度的增大,“下扫”结构更倾向于出现在“上抛”结构的下方.该研究加深了对分层剪切湍流中热量逆梯度输运的认识,也有益于探索逆梯度输运现象的物理机制. 展开更多
关键词 均匀剪切湍流 稳定分层 聚类连通方法 逆梯度输运
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钢结构梁柱连接节点简化理论研究进展
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作者 庞宽 韩明岚 +2 位作者 王旭 陈建林 王燕 《四川建筑科学研究》 2026年第1期30-41,52,共13页
梁柱连接节点的性能直接影响框架力学性能,有效的节点简化方法能够提高框架结构的数值计算效率。本文结合国内外研究现状,对常用的几种节点简化方法进行了综述,详细介绍了修正梁单元法、独立弹簧单元法以及组件法的基本思路、研究进展... 梁柱连接节点的性能直接影响框架力学性能,有效的节点简化方法能够提高框架结构的数值计算效率。本文结合国内外研究现状,对常用的几种节点简化方法进行了综述,详细介绍了修正梁单元法、独立弹簧单元法以及组件法的基本思路、研究进展及其应用。修正梁单元法所需节点和单元数量较少,计算效率较高,主要应用于半刚性节点的框架静力和动力分析;独立弹簧单元法根据节点形式可灵活设置多个弹簧单元来模拟节点变形,在节点和框架的静力、拟静力和拟动力分析中都取得了较好的模拟效果;组件法中各组件有明确的物理意义,可充分体现各组件的变形机理,在预估节点初始刚度及承载力方面应用较多。这些节点简化方法可以提高梁柱连接节点和框架的数值计算效率,有效评估节点和框架的力学性能。最后,指出了目前梁柱连接节点简化研究中存在的问题和不足,并给出了相关研究工作的建议。 展开更多
关键词 钢结构 梁柱连接节点 节点简化理论 弹簧模型 组件法
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