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Experimental study on startup-shutdown process of a planar expansion deflection nozzle
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作者 Bocheng ZHOU Ben GUAN +2 位作者 Shuai WANG Yan CHEN Ge WANG 《Chinese Journal of Aeronautics》 2025年第7期84-98,共15页
Cold-flow experiments on planar Expansion Deflection(ED)nozzle flows are conducted under a simulated startup-shutdown process of rocket motors.The purpose is to investigate the flow and performance characteristics in ... Cold-flow experiments on planar Expansion Deflection(ED)nozzle flows are conducted under a simulated startup-shutdown process of rocket motors.The purpose is to investigate the flow and performance characteristics in ED nozzles,capture the behavior of shock flapping,and explore asymmetric flow dynamics utilizing a symmetric nozzle.A total pressure condition,characterized by rapid rise followed by a slow fall,is employed to simulate the continuous startup and shutdown processes.The schlieren imaging technique and high-frequency pressure transducers are employed to obtain the flow information.The experimental results indicate that the flow characteristics differ between the startup and shutdown processes with a hysteresis observed in the nozzle wake mode transition.During the startup process,the shock waves are pushed outward of the nozzle,while during the shutdown process,the flow propagates inward dominated by Mach stems.Counterintuitive results are demonstrated,namely,the mode transition is not the cause of the sudden thrust decrease,and the moment of maximum thrust does not coincide with the moment of maximum total pressure.During the operation of the nozzle,two stages of shock wave flapping occur,accompanied by significant wall pressure oscillations.These oscillation frequencies are demonstrated to be related to the inherent acoustic frequencies of the test chamber.An improved pressure ratio method is proposed to predict the position of the shock oscillation separation point.The prediction results revealed the shock behavior during the flapping process. 展开更多
关键词 Cold-flow experiment Expansion deflection nozzle Mode transition Shock flapping Shock waves
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A sixth-order method for large deflection bending analysis of complex plates with multiple holes
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作者 Yonggu Feng Youhe Zhou Jizeng Wang 《Acta Mechanica Sinica》 2025年第6期105-124,共20页
The challenge of solving nonlinear problems in multi-connected domains with high accuracy has garnered significant interest.In this paper,we propose a unified wavelet solution method for accurately solving nonlinear b... The challenge of solving nonlinear problems in multi-connected domains with high accuracy has garnered significant interest.In this paper,we propose a unified wavelet solution method for accurately solving nonlinear boundary value problems on a two-dimensional(2D)arbitrary multi-connected domain.We apply this method to solve large deflection bending problems of complex plates with holes.Our solution method simplifies the treatment of the 2D multi-connected domain by utilizing a natural discretization approach that divides it into a series of one-dimensional(1D)intervals.This approach establishes a fundamental relationship between the highest-order derivative in the governing equation of the problem and the remaining lower-order derivatives.By combining a wavelet high accuracy integral approximation format on 1D intervals,where the convergence order remains constant regardless of the number of integration folds,with the collocation method,we obtain a system of algebraic equations that only includes discrete point values of the highest order derivative.In this process,the boundary conditions are automatically replaced using integration constants,eliminating the need for additional processing.Error estimation and numerical results demonstrate that the accuracy of this method is unaffected by the degree of nonlinearity of the equations.When solving the bending problem of multi-perforated complex-shaped plates under consideration,it is evident that directly using higher-order derivatives as unknown functions significantly improves the accuracy of stress calculation,even when the stress exhibits large gradient variations.Moreover,compared to the finite element method,the wavelet method requires significantly fewer nodes to achieve the same level of accuracy.Ultimately,the method achieves a sixth-order accuracy and resembles the treatment of one-dimensional problems during the solution process,effectively avoiding the need for the complex 2D meshing process typically required by conventional methods when solving problems with multi-connected domains. 展开更多
关键词 Wavelet integral collocation method Multi-connected domain Large deflection bending Plate with holes Highaccuracy
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The deflection angle and quasi-periodic oscillations of an extended gravitational decoupled black hole solution
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作者 Farzan Mushtaq Xia Tiecheng +2 位作者 Allah Ditta G Mustafa S K Maurya 《Communications in Theoretical Physics》 2025年第2期130-145,共16页
In weak field limits,we compute the deflection angle of a gravitational decoupling extended black hole(BH)solution.We obtained the Gaussian optical curvature by examining the null geodesic equations with the help of G... In weak field limits,we compute the deflection angle of a gravitational decoupling extended black hole(BH)solution.We obtained the Gaussian optical curvature by examining the null geodesic equations with the help of Gauss-Bonnet theorem(GBT).We also looked into the deflection angle of light by a black hole in weak field limits with the use of the Gibbons-Werner method.We verify the graphical behavior of the black hole after determining the deflection angle of light.Additionally,in the presence of the plasma medium,we also determine the deflection angle of the light and examine its graphical behavior.Furthermore,we compute the Einstein ring via gravitational decoupling extended black hole solution.We also compute the quasi-periodic oscillations and discuss their graphical behavior. 展开更多
关键词 deflection of light Gauss-Bonnet theorem gravitational decoupling
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A spatiotemporal deep learning method for excavation-induced wall deflections 被引量:3
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作者 Yuanqin Tao Shaoxiang Zeng +3 位作者 Honglei Sun Yuanqiang Cai Jinzhang Zhang Xiaodong Pan 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2024年第8期3327-3338,共12页
Data-driven approaches such as neural networks are increasingly used for deep excavations due to the growing amount of available monitoring data in practical projects.However,most neural network models only use the da... Data-driven approaches such as neural networks are increasingly used for deep excavations due to the growing amount of available monitoring data in practical projects.However,most neural network models only use the data from a single monitoring point and neglect the spatial relationships between multiple monitoring points.Besides,most models lack flexibility in providing predictions for multiple days after monitoring activity.This study proposes a sequence-to-sequence(seq2seq)two-dimensional(2D)convolutional long short-term memory neural network(S2SCL2D)for predicting the spatiotemporal wall deflections induced by deep excavations.The model utilizes the data from all monitoring points on the entire wall and extracts spatiotemporal features from data by combining the 2D convolutional layers and long short-term memory(LSTM)layers.The S2SCL2D model achieves a long-term prediction of wall deflections through a recursive seq2seq structure.The excavation depth,which has a significant impact on wall deflections,is also considered using a feature fusion method.An excavation project in Hangzhou,China,is used to illustrate the proposed model.The results demonstrate that the S2SCL2D model has superior prediction accuracy and robustness than that of the LSTM and S2SCL1D(one-dimensional)models.The prediction model demonstrates a strong generalizability when applied to an adjacent excavation.Based on the long-term prediction results,practitioners can plan and allocate resources in advance to address the potential engineering issues. 展开更多
关键词 Braced excavation Wall deflections Deep learning Convolutional layer Long short-term memory(LSTM) Sequence to sequence(seq2seq)
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Large deflection deformation behavior of a Zr-based bulk metallic glass for compliant spinal fixation application
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作者 Diao-Feng Li Chun-Guang Bai +3 位作者 Zhi-Qiang Zhang Hui-Bo Zhang Nan Li Jian Zhao 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2024年第6期86-99,共14页
A novel compliant spinal fixation designed based on the concept of compliant mechanisms can reduce the stress-shielding effect and adjacent segment degeneration(ASD)effectively,but propose higher requirements for the ... A novel compliant spinal fixation designed based on the concept of compliant mechanisms can reduce the stress-shielding effect and adjacent segment degeneration(ASD)effectively,but propose higher requirements for the properties of the used materials.Bulk metallic glasses(BMGs),as a kind of young biomaterials,exhibiting excellent comprehensive properties,which are attractive for compliant spinal fixation.Here,according to the practical service condition of the basic elements in compliant spinal fixation,large deflection deformation behaviors of Zr_(61)Ti_(2)Cu_(25)Al_(12)(at.%,ZT1)BMG beam,including elastic,yielding and plastic were investigated systematically.It was shown that the theoretical nonlinear analytical solution curve as the benchmark not only with the capacity to predict the nonlinear load-deflection relation within the elastic deformation regime,but also assists to capture the yielding event roughly,which can be used as a powerful design tool for engineers.To capture the beginning of the yielding event exactly,bending proof strength(σ_(p),0.05%)accompanied with tiny permanent strain of 0.05% was proposed and determined for BMGs in biomedical implant applications,which is of significance for setting the allowable operating limits of the basic flexible elements.By approach of interrupted loading-unloading cycles,plastic deformation driven by the bending moment can be classified into two typical stages:the initial stage which mainly characterized by the nucleation and intense interaction of abundant shear bands when the plastic strain below the critical value,and the second stage which dominated by the progressive propagation of shear bands and coupled with the emergence of shear offsets on tensile side.The plasticity of BMG beam structures depends on the BMG's inherent plastic zone size(rp).When the half beam thickness less than that of the rp,the plastic deformation of BMGs will behave in a stable manner,which can be acted as the margin of safety effectively. 展开更多
关键词 Metallic glasses BIOMATERIALS Compliant spinal fixation Large deflection deformation Plastic deformation
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Evolution of light deflection and shadow from a gauge-potential-like AdS black hole under the influence of a non-magnetic plasma medium
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作者 Riasat Ali Xia Tiecheng +1 位作者 Muhammad Awais Rimsha Babar 《Communications in Theoretical Physics》 SCIE CAS CSCD 2024年第9期83-94,共12页
We investigate the light deflection in the weak field approximation from the accelerating charged AdS black hole.For this purpose,we apply the Gauss–Bonnet theorem to calculate the light deflection in the weak field ... We investigate the light deflection in the weak field approximation from the accelerating charged AdS black hole.For this purpose,we apply the Gauss–Bonnet theorem to calculate the light deflection in the weak field area and use the Gibbons–Werner approach to analyze the optical geometry of the accelerating charged AdS black hole in the non-magnetic plasma absence/presence of a non-magnetic medium.We also represent the graphical behavior of the light deflection angle w.r.t.the impact parameter.We also compute the light deflection angle using Keeton and Petters approximations under the impact of accelerating charged AdS black hole geometry.Furthermore,by using the ray-tracing approach,we determine the shadow in the nonmagnetic plasma presence and also demonstrate that graphical shadow has an impact on the gauge potential,non-magnetic plasma frequencies and charge. 展开更多
关键词 accelerating charged Ad S black hole Gibbons-Werner approach deflection angle ray-tracing approach SHADOW
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Thermal fluctuations,deflection angle,and greybody factor of a high-dimensional Schwarzschild black hole in scalar-tensor-vector gravity
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作者 Qian Li Yu Zhang +1 位作者 Qi-Quan Li Qi Sun 《Communications in Theoretical Physics》 SCIE CAS CSCD 2024年第11期100-112,共13页
In this study,we examined the thermal fluctuations,deflection angle,and greybody factor of a high-dimensional Schwarzschild black hole in scalar-tensor-vector gravity(STVG).We calculated some thermodynamic quantities ... In this study,we examined the thermal fluctuations,deflection angle,and greybody factor of a high-dimensional Schwarzschild black hole in scalar-tensor-vector gravity(STVG).We calculated some thermodynamic quantities related to the correction of the black hole entropy caused by thermal fluctuations and discussed the effect of the correction parameters on these quantities.By analyzing the changes in the corrected specific heat,we found that thermal fluctuations made the small black hole more stable.It is worth noting that the STVG parameter did not affect the thermodynamic stability of this black hole.Additionally,by utilizing the Gauss-Bonnet theorem,the deflection angle was obtained in the weak field limit,and the effects of the two parameters on the results were visualized.Finally,we calculated the bounds on the greybody factor of a massless scalar field.We observed that as the STVG parameter around the black hole increased,the weak deflection angle became larger,and more scalar particles can reach infinity.However,the spacetime dimension has the opposite effect on the STVG parameter on the weak deflection angle and greybody factor. 展开更多
关键词 black hole thermal fluctuations deflection angle greybody factor
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Massless Dirac perturbations of black holes in f(Q)gravity:quasinormal modes and a weak deflection angle
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作者 Ahmad Al-Badawi Sohan Kumar Jha 《Communications in Theoretical Physics》 SCIE CAS CSCD 2024年第9期73-82,共10页
This article considers a static and spherical black hole(BH)in f(Q)gravity.f(Q)gravity is the extension of symmetric teleparallel general relativity,where both curvature and torsion are vanishing and gravity is descri... This article considers a static and spherical black hole(BH)in f(Q)gravity.f(Q)gravity is the extension of symmetric teleparallel general relativity,where both curvature and torsion are vanishing and gravity is described by nonmetricity.In this study,we investigate the possible implications of quasinormal mode(QNM)modified Hawking spectra and deflection angles generated by the model.The Wentzel–Kramers–Brillouin method is used to solve the equations of motion for massless Dirac perturbation fields and explore the impact of the nonmetricity parameter(Q_(0)).Based on the QNM computation,we can ensure that the BH is stable against massless Dirac perturbations and as Q_(0)increases the oscillatory frequency of the mode decreases.We then discuss the weak deflection angle in the weak field limit approximation.We compute the deflection angle up to the fourth order of approximation and show how the nonmetricity parameter affects it.We find that the Q_(0)parameter reduces the deflection angle. 展开更多
关键词 black holes in f(Q)gravity massless Dirac perturbations quasinormal modes deflection angle
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Theoretical Analysis on Deflection and Bearing Capacity of Prestressed Bamboo-Steel Composite Beams
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作者 Qifeng Shan Ming Mao Yushun Li 《Journal of Renewable Materials》 EI CAS 2024年第1期149-166,共18页
A theoretical analysis of upward deflection and midspan deflection of prestressed bamboo-steel composite beams is presented in this study.The deflection analysis considers the influences of interface slippage and shea... A theoretical analysis of upward deflection and midspan deflection of prestressed bamboo-steel composite beams is presented in this study.The deflection analysis considers the influences of interface slippage and shear deformation.Furthermore,the calculation model for flexural capacity is proposed considering the two stages of loading.The theoretical results are verified with 8 specimens considering different prestressed load levels,load schemes,and prestress schemes.The results indicate that the proposed theoretical analysis provides a feasible prediction of the deflection and bearing capacity of bamboo-steel composite beams.For deflection analysis,the method considering the slippage and shear deformation provides better accuracy.The theoretical method for bearing capacity matches well with the test results,and the relative errors in the serviceability limit state and ultimate limit state are 4.95%and 5.85%,respectively,which meet the accuracy requirements of the engineered application. 展开更多
关键词 Bamboo scrimber composite beam PRESTRESS deflection bearing capacity
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结构负触变效应下当量沥青混凝土层厚度换算与弯沉指标修正 被引量:1
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作者 王旭东 李倩 +1 位作者 刘旭 蔡秋香 《交通运输工程学报》 北大核心 2025年第3期192-204,共13页
为揭示落锤式弯沉仪(FWD)瞬时荷载作用下沥青路面结构弯沉的本质规律,以RIOHTrack足尺试验环道上具有相同路基和基层条件的5个结构为基准结构,分析FWD瞬时冲击荷载作用下沥青路面弯沉指标随厚度的变化规律;在此基础上,基于等刚度原理推... 为揭示落锤式弯沉仪(FWD)瞬时荷载作用下沥青路面结构弯沉的本质规律,以RIOHTrack足尺试验环道上具有相同路基和基层条件的5个结构为基准结构,分析FWD瞬时冲击荷载作用下沥青路面弯沉指标随厚度的变化规律;在此基础上,基于等刚度原理推导环道不同基层结构的当量沥青混凝土(AC)层厚度,从而将环道19个路面结构简化为当量AC层+路基的双层体系结构;据此提出了一个基于承载能力指标的沥青路面结构简易设计方法,并考虑土基模量和上部结构当量AC层模量,构建了理论弯沉指标的综合修正模型。研究结果表明:FWD瞬时荷载作用下沥青路面结构具有显著的负触变效应,即在相同路基及基层条件下,弯沉指标表现出随沥青层厚度增加而减小的规律,这一现象在不同荷载水平和环境条件下均得到了验证;路面结构当量AC层厚度与实测弯沉盆面积相关性在99%以上,证明提出的当量AC层厚度换算方法具有较好的可靠性;与传统的弯沉综合修正模型相比,提出的F修正模型可以同时考虑路基模量和上部结构条件,从而弥补现有弯沉修正方法不考虑路面结构型式影响的缺陷。研究成果可以为沥青路面设计提供一个简单可行的经验方法。 展开更多
关键词 路面工程 沥青路面 当量AC层换算 弯沉指标 负触变效应 弯沉综合修正 RIOHTrack足尺试验环道
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钢筋笼在线变径过程中的建模及分析 被引量:1
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作者 许波 景迪 关玉明 《机械设计与制造》 北大核心 2025年第1期353-357,364,共6页
针对钢筋笼在线变径时因变径拉力不确定而造成的变径尺寸偏差及焊接强度不足等问题,在钢筋笼在线变径分析的基础上,建立了钢筋笼在线变径时的力学预测模型,并根据欧拉伯努利梁理论,采用数值积分法推导出钢筋笼在线变径时的许用拉力公式... 针对钢筋笼在线变径时因变径拉力不确定而造成的变径尺寸偏差及焊接强度不足等问题,在钢筋笼在线变径分析的基础上,建立了钢筋笼在线变径时的力学预测模型,并根据欧拉伯努利梁理论,采用数值积分法推导出钢筋笼在线变径时的许用拉力公式,再据此对钢筋笼的焊接强度进行校核,确定了钢筋笼在线变径时变径拉力与主筋变形量及焊接强度之间的定量关系。并针对钢筋笼在线变径过程中存在的焊接强度不足的问题,提出了一种箍筋密绕的制备工艺,最后通过仿真验证了拉力公式的准确性和箍筋密绕制备工艺的可行性。 展开更多
关键词 钢筋笼 在线变径 大挠度变形 焊接强度 箍筋密绕
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移动荷载作用下简支梁桥挠度冲击系数的数值计算与试验验证 被引量:1
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作者 刘越 龙金喜 +5 位作者 荚瑞馨 董方 朱尚清 车功健 蔡刚 韩强 《北京工业大学学报》 北大核心 2025年第6期715-724,共10页
针对移动荷载作用下简支梁桥动力评价方法不足和传统动载试验测量方法费时费力的问题,以某简支梁桥为研究对象,提出一种基于移动荷载作用下简支梁桥动力评价方法,该方法首先通过精确化建立车桥耦合模型,并基于毫米波雷达的动态位移测量... 针对移动荷载作用下简支梁桥动力评价方法不足和传统动载试验测量方法费时费力的问题,以某简支梁桥为研究对象,提出一种基于移动荷载作用下简支梁桥动力评价方法,该方法首先通过精确化建立车桥耦合模型,并基于毫米波雷达的动态位移测量、结合模态分析、动载试验来验证模型的准确性,同时考虑桥面不平整度和车速对桥梁挠度冲击系数的影响,并与现行规范进行比较。结果表明:挠度冲击系数与车速不呈线性相关,而是在某个速度下出现峰值;不同梁跨中的挠度冲击系数存在差异,但变化规律一致;随着桥面等级的劣化,桥梁振动响应显著增大,而规范中挠度冲击系数仅与桥梁基频相关,与实际结果有较大差别;毫米波雷达作为一种新型非接触式测试方法,能准确测量桥梁的复杂振动。 展开更多
关键词 桥梁 车桥耦合 挠度冲击系数 试验验证 数值模拟 毫米波雷达
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空气悬架系统的理想孪生动挠度跟踪控制策略 被引量:1
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作者 赵雷雷 张浩 +4 位作者 于曰伟 甄冉 丁钒 单溪玉 丁家和 《西安交通大学学报》 EI CAS 北大核心 2025年第1期159-171,共13页
为解决车辆主动悬架系统减振效果与控制能耗间的矛盾,基于“数字孪生、以虚控实、节能减振”理念,提出了主动空气悬架系统的理想孪生动挠度跟踪控制策略。首先,以车辆座椅主动空气悬架系统为例,利用准零刚度系统构建了真实空气悬架系统... 为解决车辆主动悬架系统减振效果与控制能耗间的矛盾,基于“数字孪生、以虚控实、节能减振”理念,提出了主动空气悬架系统的理想孪生动挠度跟踪控制策略。首先,以车辆座椅主动空气悬架系统为例,利用准零刚度系统构建了真实空气悬架系统的理想数字孪生体,同时建立了该孪生体的参数匹配设计方法;然后,以空气弹簧气体压力控制为节点,设计了外环位置模糊非奇异快速终端滑模控制器,以及考虑空气弹簧充放气过程中电磁阀非线性流量特性的内环气压控制器,进而实现真实悬架系统对实际激励下孪生体动挠度的跟踪;最后,通过台架模拟实验与整车平顺性仿真实验,对所提控制策略的有效性与先进性进行了验证。结果表明:与以降低加速度为控制目标的传统控制策略相比,所提策略在随机路况下的座椅垂向振动加速度均方根更小且控制能耗均方根最小降幅达65.0%,冲击路况下座椅垂向振动剂量也更小且主动控制力最大降幅高达45.5%。所提策略性能明显优于传统策略,能在有效提高悬架系统减振性能的同时大幅降低主动控制能耗,有效解决了上述矛盾,可推广应用于各类主动悬架系统,为节能减振提供新的研究思路。 展开更多
关键词 车辆 空气悬架 节能减振 理想孪生动挠度
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贸易政策不确定性的偏转效应:以中国对东盟出口为例 被引量:1
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作者 高新 孔硕 《国际贸易》 北大核心 2025年第4期63-74,共12页
贸易政策不确定性引致的贸易偏转效应在缓解一国出口压力中发挥着重要作用。文章以美国对华关税水平及其变化为例,采用2018—2021年中国向东盟各国出口的产品数据,分析了贸易政策不确定性的产品出口偏转效应及其影响机制。研究结果表明... 贸易政策不确定性引致的贸易偏转效应在缓解一国出口压力中发挥着重要作用。文章以美国对华关税水平及其变化为例,采用2018—2021年中国向东盟各国出口的产品数据,分析了贸易政策不确定性的产品出口偏转效应及其影响机制。研究结果表明,美国对华贸易政策不确定性促进了中国向东盟国家出口产品的贸易偏转,且在产品、国家及行业层面存在异质性。机制检验发现,美国对华贸易政策不确定性引致的中国对东盟产品出口贸易偏转效应主要通过OFDI带动效应和双边结构效应得以实现。进一步分析发现,偏转效应对产品出口及其三元边际均有促进作用;当叠加中国内部的多维政策不确定性时,不同的叠加政策会对贸易偏转效应产生差异化影响。为此,文章针对外部贸易政策不确定性带来的不利影响,在提升与东盟国家的合作能级、发挥中国—东盟OFDI效应与双边结构效应等方面,提出了助力中国对外贸易高质量发展的相关建议。 展开更多
关键词 贸易偏转效应 东盟 贸易政策不确定性与叠加 三元边际
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考虑主应力偏转的桩承式路堤土拱效应分析 被引量:1
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作者 张玲 林炜 +1 位作者 周帅 周杰 《铁道科学与工程学报》 北大核心 2025年第3期1064-1073,共10页
土拱效应是桩承式路堤荷载传递的主要机理之一。基于Terzaghi土柱土拱模型,考虑小主应力偏转对桩承式路堤土拱效应的影响,假定应力偏转角随土拱高度的增加呈线性变化,且小主应力线轨迹为圆弧形,引入小主应力形状系数来表征同一深度处桩... 土拱效应是桩承式路堤荷载传递的主要机理之一。基于Terzaghi土柱土拱模型,考虑小主应力偏转对桩承式路堤土拱效应的影响,假定应力偏转角随土拱高度的增加呈线性变化,且小主应力线轨迹为圆弧形,引入小主应力形状系数来表征同一深度处桩间土平均竖向应力与滑移面竖向应力的关系;然后通过分析等沉面以下桩间土上方路堤填土单元体,建立竖向应力平衡方程,同时利用Winkler地基模型表征桩间土和桩,建立等沉面至桩底的桩-土位移协调方程,解得随桩土差异沉降变化的桩承式路堤土拱高度,以及随土拱高度变化的桩土应力比;最后,结合2个实际工程案例,对比本文方法计算值、实测值以及其他已有理论方法计算值,验证本文方法的合理性。在此基础上,分析路堤高度、桩土刚度比、桩间净距等参数变化时主应力偏转对桩土应力比的影响。研究结果表明:本文方法考虑了主应力偏转,优化了滑移面应力分布;与传统Terzaghi法相比,本文方法土拱高度能随剪应力动态调整;桩土应力比与Terzaghi法趋势一致,但数值更低;桩土应力比和土拱高度随桩土刚度比和路堤高度的增加而增大,桩土应力比随桩间净距的增大而减小,而土拱高度随桩间净距的增加而增大;3个影响因素中,桩间净距对桩土应力比和土拱高度的影响最为显著,路堤填土高度的影响则相对较小。 展开更多
关键词 桩承式路堤 土拱效应 主应力偏转 桩土应力比 土拱高度 桩土刚度比
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基于Timoshenko梁理论的碳纤维芯导线压接区挠度计算方法
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作者 王芸 王宏 +3 位作者 李强 尚志勇 姚洪斌 王春耀 《南京航空航天大学学报(自然科学版)》 北大核心 2025年第4期775-780,共6页
针对300/40碳纤维芯(棒芯)导线压接区因挠度变形引发的结构可靠性问题,提出了基于Timoshenko梁的挠度计算方法,理论推导了剪切效应影响下碳纤维芯(棒芯)导线压接区的挠度计算公式,并通过有限元仿真进行了分析。结果表明:长径比为17.14的... 针对300/40碳纤维芯(棒芯)导线压接区因挠度变形引发的结构可靠性问题,提出了基于Timoshenko梁的挠度计算方法,理论推导了剪切效应影响下碳纤维芯(棒芯)导线压接区的挠度计算公式,并通过有限元仿真进行了分析。结果表明:长径比为17.14的300/40碳纤维芯导线压接区在10 t压接载荷作用下的最大挠度值为0.0116 m,与有限元仿真结果0.0128 m基本吻合。该理论解具有很高的计算精度,且其形式简单,利用该公式进行求解可避免有限元仿真中建立模型、网格划分等复杂的求解过程,计算效率显著提升,且具有一定的普适性,还可用于300/50钢芯铝绞线压接区的挠度计算。研究成果可为碳纤维复合芯导线压接工艺优化及工程应用提供重要参考。 展开更多
关键词 碳纤维芯导线 压接区 挠度分析 TIMOSHENKO梁
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型钢-钢纤维混凝土局部组合梁受力性能 被引量:2
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作者 伍凯 杨毅恒 +3 位作者 诸睿哲 张雁杰 梁庆庆 王世龙 《哈尔滨工业大学学报》 北大核心 2025年第2期153-163,共11页
为解决型钢混凝土结构的施工困难,充分发挥各部分材料的性能优势,将钢筋笼离散化为随机分布的钢纤维,并将钢纤维混凝土集中应用于受压区,形成型钢-钢纤维混凝土局部组合梁。对18根不同钢纤维体积率(ρ_(sf))、剪跨比(λ)、型钢受压翼缘... 为解决型钢混凝土结构的施工困难,充分发挥各部分材料的性能优势,将钢筋笼离散化为随机分布的钢纤维,并将钢纤维混凝土集中应用于受压区,形成型钢-钢纤维混凝土局部组合梁。对18根不同钢纤维体积率(ρ_(sf))、剪跨比(λ)、型钢受压翼缘上下部混凝土保护层厚度(C_(ss)、C_(sv))和型钢规格(I_(s))的组合梁试件进行四点弯试验。分析试验参数对破坏模式、荷载-挠度曲线以及破坏对称性的影响。结果表明:增大ρ_(sf)对小剪跨比试件(λ为1.5或1.7)的界面黏结性能具有积极改善作用,试件破坏模式由界面破坏转为弯扭破坏;混凝土保护层厚度须随I_(s)同步增大,确保混凝土保护层对型钢提供足够的“握裹效应”,避免或削弱弯扭变形的不利影响。通过高斯分布拟合,得到试件整体性能开始出现严重退化时的挠度退化系数,进而对构件整体性能开始出现严重退化时的挠度进行预测。 展开更多
关键词 组合结构 型钢混凝土 钢纤维混凝土 破坏模式 荷载-挠度曲线 能量耗散
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高刚度空间套筒展开机构级间锁紧技术研究
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作者 关英俊 张铭起 +2 位作者 逯焕泉 杨会生 孙宝玉 《中国机械工程》 北大核心 2025年第9期1980-1988,共9页
针对目前套筒机构应用于分体式空间望远镜展开中难以实现高刚度锁紧的问题,提出一种用于长焦距甚大口径空间望远镜次镜套筒式支撑的展开机构级间锁紧方案。通过建立胀紧瓣与套筒内壁的接触模型,探究了锁紧过程中胀紧瓣与套筒间法向接触... 针对目前套筒机构应用于分体式空间望远镜展开中难以实现高刚度锁紧的问题,提出一种用于长焦距甚大口径空间望远镜次镜套筒式支撑的展开机构级间锁紧方案。通过建立胀紧瓣与套筒内壁的接触模型,探究了锁紧过程中胀紧瓣与套筒间法向接触情况以及载荷分布规律;采用伯努利-欧拉梁理论对胀紧瓣与套筒接触的法向接触力进行分析,得出级间锁紧力与设计间隙、锁紧作用点之间的规律,并通过有限元方法进行了验证;利用帕姆格林近似公式对驱动环斜面上升高度进行分析,得出了驱动环斜面设计参数,通过有限元手段对驱动环斜面上升高度取圆整数值时级间锁紧力进行分析,得到了锁紧力的数值及分布规律;搭建了锁紧机构实验样机并进行了实验测试,结果表明,滚动柱能够平稳地滚动到位,胀紧瓣的锁紧力符合预期,验证了该套筒机构锁紧方案的可行性。 展开更多
关键词 展开机构 套筒锁紧 无源锁紧 高刚度 挠度变形
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基于旋转偏振光栅与快反镜的单探测器复合跟瞄系统
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作者 王伟 姜会林 +5 位作者 陈明策 董岩 徐卿 王立 董科研 安岩 《航空学报》 北大核心 2025年第3期60-72,共13页
为满足激光通信系统的共形设计和实现轻小型化的空间激光通信组网,设计一种应用于机载平台下的基于偏振光栅与快反镜(FSM)的新型单探测器复合轴系统。针对旋转偏振光栅实际应用与理论之间的差异,将偏振光栅光束偏转问题与目标脱靶量之... 为满足激光通信系统的共形设计和实现轻小型化的空间激光通信组网,设计一种应用于机载平台下的基于偏振光栅与快反镜(FSM)的新型单探测器复合轴系统。针对旋转偏振光栅实际应用与理论之间的差异,将偏振光栅光束偏转问题与目标脱靶量之间进行关联,定义了目标位置与双偏振光栅角度关系,进行了偏振光栅光束偏转坐标构建及解耦。随后对复合系统偏振光栅单元与FSM单元进行设计,通过目标闭环试验检测了系统跟踪性能,结果表明,在5°@0.2 Hz载体扰动情况下,双偏振光栅方位轴、俯仰轴脱靶量闭环残差分别为126.1002μrad(RMS)与149.5309μrad(RMS),FSM方位轴、俯仰轴脱靶量闭环残差分别为3.4921μrad(RMS)与4.0131μrad(RMS),动态目标闭环控制双轴精跟踪残差为5.3197μrad(RMS),相比于Risley棱镜,光束偏转范围提升4倍,精度提升45.8%。整个跟踪过程中,两偏振光栅旋转角度值连续且平稳变化,满足轻量型机载平台对光电跟瞄设备的使用需求。 展开更多
关键词 光电跟瞄平台 光束偏转 双偏振光栅 跟踪性能 解耦
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静电MEMS微镜垂直梳齿驱动器的设计
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作者 吴云 彭安杰 +6 位作者 郑岩 张建祥 王雅昕 贺盈波 陈真 华宝成 乔大勇 《仪表技术与传感器》 北大核心 2025年第9期41-46,共6页
垂直梳齿驱动的静电MEMS微镜在实现对光束的准静态和矢量偏转中具有显著优势,受到包括激光雷达、光通信、激光显示以及生物断层检测等应用领域的广泛关注。为了对垂直梳齿驱动器的性能进行优化,文中通过建立交错垂直梳齿(SVC)驱动的静电... 垂直梳齿驱动的静电MEMS微镜在实现对光束的准静态和矢量偏转中具有显著优势,受到包括激光雷达、光通信、激光显示以及生物断层检测等应用领域的广泛关注。为了对垂直梳齿驱动器的性能进行优化,文中通过建立交错垂直梳齿(SVC)驱动的静电MEMS微镜的理论模型,研究了可动梳齿和固定梳齿的交叠高度对静电MEMS微镜的静态偏转角度与两驱动电极压差的关系及其线性度的影响。理论结果表明:相同驱动压差下,SVC驱动的静电MEMS微镜静态偏转角度随着梳齿交叠高度的增大而减小,而静态偏转角度与两驱动电极压差的线性度随着梳齿交叠高度的增大先增大后减小,因此可以通过调节梳齿的交叠高度来优化静电MEMS微镜的最大静态偏转角度以及偏转角度与驱动压差的线性度,为静电MEMS微镜垂直梳齿驱动器的设计和参数优化提供参考。 展开更多
关键词 静电MEMS微镜 垂直梳齿 交叠高度 偏转角度 参数优化
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