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Symmetric Equations for Evaluating Maximum Torsion Stress of Rectangular Beams in Compliant Mechanisms 被引量:3
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作者 Gui-Min Chen Larry L.Howell 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2018年第1期34-40,共7页
There are several design equations available for calculating the torsional compliance and the maximum torsion stress of a rectangular cross-section beam, but most depend on the relative magnitude of the two dimensions... There are several design equations available for calculating the torsional compliance and the maximum torsion stress of a rectangular cross-section beam, but most depend on the relative magnitude of the two dimensions of the crosssection(i.e., the thickness and the width). After reviewing the available equations, two thickness-to-width ratio Independent equations that are symmetric with respect to the two dimensions are obtained for evaluating the maximum torsion stress of rectangular cross-section beams. Based on the resulting equations, outside lamina emergent torsional joints are analyzed and some useful design Insights are obtained. These equations, together with the previous work on symmetric equations for calculating torsional compliance, provide a convenient and effective way for designing and optimizing torsional beams in compliant mechanisms. 展开更多
关键词 Compliant mechanism Maximum torsion stress rectangular beam Lamina emergent joint
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EXACT ANALYSIS OF WAVE PROPAGATION IN AN INFINITE RECTANGULAR BEAM 被引量:2
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作者 孙卫明 杨光松 李东旭 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2004年第7期768-778,共11页
The Fourier series method was extended for the exact analysis of wave propagation in an infinite rectangular beam.Initially,by solving the three-dimensional elastodynamic equations a general analytic solution was deri... The Fourier series method was extended for the exact analysis of wave propagation in an infinite rectangular beam.Initially,by solving the three-dimensional elastodynamic equations a general analytic solution was derived for wave motion within the beam.And then for the beam with stress-free boundaries,the propagation characteristics of elastic waves were presented.This accurate wave propagation model lays a solid foundation of simultaneous control of coupled waves in the beam. 展开更多
关键词 infinite rectangular beam wave propagation exact analysis Fourier series traveling wave active control
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The refined theory of transversely isotropic piezoelectric rectangular beams 被引量:3
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作者 GAO Yang1 & WANG Minzhong2 1. College of Science, China Agricultural University, Beijing 100083, China 2. State Key Laboratory for Turbulence and Complex Systems and Department of Mechanics and Engi- neering Science, Peking University, Beijing 100871, China 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2006年第4期473-486,共14页
The problem of deducing one-dimensional theory from two-dimensional theory for a transversely isotropic piezoelectric rectangular beam is investigated. Based on the piezoelasticity theory, the refined theory of piezoe... The problem of deducing one-dimensional theory from two-dimensional theory for a transversely isotropic piezoelectric rectangular beam is investigated. Based on the piezoelasticity theory, the refined theory of piezoelectric beams is derived by using the general solution of transversely isotropic piezoelasticity and Lur'e method without ad hoc assumptions. Based on the refined theory of piezoelectric beams, the exact equations for the beams without transverse surface loadings are derived, which consist of two governing differential equations: the fourth-order equation and the transcendental equation. The approximate equations for the beams under transverse loadings are derived directly from the refined beam theory. As a special case, the governing differential equations for transversely isotropic elastic beams are obtained from the corresponding equations of piezoelectric beams. To illustrate the application of the beam theory developed, a uniformly loaded and simply supported piezoelectric beam is examined. 展开更多
关键词 rectangular beams the refined theory piezoelectric transversely isotropic.
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Bending waves of a rectangular piezoelectric laminated beam 被引量:4
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作者 C.P.Wei C.X.Xue 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2020年第5期1099-1108,I0003,共11页
A simple nonlinear model is proposed in this paper to study the bending wave in a rectangular piezoelectric laminated beam of infinite length.Based on the constitutive relations for transversely isotropic piezoelectri... A simple nonlinear model is proposed in this paper to study the bending wave in a rectangular piezoelectric laminated beam of infinite length.Based on the constitutive relations for transversely isotropic piezoelectric materials and isotropic elastic materials,combined with some electric conditions,we derive the bending wave equation in a long rectangular piezoelectric laminated beam by using energy method.The nonlinearity considered is geometrically associated with the nonlinear normal strain in the longitudinal beam direction.The shock-wave solution,solitary-wave solution and other exact solutions of the bending wave equation are obtained by the extended F-expansion method.And by using the reductive perturbation method we derive the nonlinear Schrodinger(NLS)equation,further more,the bright and dark solitons are obtained.For those soliton solutions,and some parameters derived by the process of solving soliton solutions,some conclusions are drawn by numerical analysis with some fixed conditions. 展开更多
关键词 Bending wave rectangular piezoelectric laminated beam Extended F-expansion method Nonlinear Schrodingereruation
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The refined theory of deep rectangular beams based on general solutions of elasticity 被引量:1
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作者 GAO Yang1 & WANG Minzhong2 1. College of Science, China Agricultural University, Beijing 100083, China 2. State Key Laboratory for Turbulence and Complex Systems and Department of Mechanics and Engi- neering Science, Peking University, Beijing 100871, China 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2006年第3期291-303,共13页
The problem of deducing one-dimensional theory from two-dimensional the- ory for a homogeneous isotropic beam is investigated. Based on elasticity theory, the re- fined theory of rectangular beams is derived by using ... The problem of deducing one-dimensional theory from two-dimensional the- ory for a homogeneous isotropic beam is investigated. Based on elasticity theory, the re- fined theory of rectangular beams is derived by using Papkovich-Neuber solution and Lur’e method without ad hoc assumptions. It is shown that the displacements and stresses of the beam can be represented by the angle of rotation and the deflection of the neutral surface. Based on the refined beam theory, the exact equations for the beam without transverse surface loadings are derived and consist of two governing differential equations: the fourth-order equation and the transcendental equation. The approximate equations for the beam under transverse loadings are derived directly from the refined beam theory and are almost the same as the governing equations of Timoshenko beam theory. In two ex- amples, it is shown that the new theory provides better results than Levinson’s beam the- ory when compared with those obtained from the linear theory of elasticity. 展开更多
关键词 DEEP rectangular beams the refined theory Papkovich-Neuber solution Lur'e method governing EQUATION
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The refined theory of deep rectangular beams for symmetrical deformation
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作者 GAO Yang1 & WANG MinZhong2 1 College of Science, China Agricultural University, Beijing 100083, China 2 State Key Laboratory for Turbulence and Complex Systems and Department of Mechanics and Aerospace Engineering, Peking University, Beijing 100871, China 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2009年第6期919-925,共7页
Based on elasticity theory, various one-dimensional equations for symmetrical deformation have been deduced systematically and directly from the two-dimensional theory of deep rectangular beams by using the Papkovich-... Based on elasticity theory, various one-dimensional equations for symmetrical deformation have been deduced systematically and directly from the two-dimensional theory of deep rectangular beams by using the Papkovich-Neuber solution and the Lur'e method without ad hoc assumptions, and they construct the refined theory of beams for symmetrical deformation. It is shown that the displacements and stresses of the beam can be represented by the transverse normal strain and displacement of the mid-plane. In the case of homogeneous boundary conditions, the exact solutions for the beam are derived, and the exact equations consist of two governing differential equations: the second-order equation and the transcendental equation. In the case of non-homogeneous boundary conditions, the approximate governing differential equations and solutions for the beam under normal loadings only and shear loadings only are derived directly from the refined beam theory, respectively, and the correctness of the stress assumptions in classic extension or compression problems is revised. Meanwhile, as an example, explicit expressions of analytical solutions are obtained for beams subjected to an exponentially distributed load along the length of beams. 展开更多
关键词 DEEP rectangular beamS the refined theory SYMMETRICAL DEFORMATION the Papkovich-Neuber solution the Lur’e method
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ELECTRON OPTICS OF VARIABLE RECTANGULAR SHAPED BEAM LITHOGRAPHY SYSTEM D J-2
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作者 康念坎 《Journal of Electronics(China)》 1993年第2期170-180,共11页
The electron optical column for the variable rectangular-shaped beam lithographysystem DJ-2 is described,with emphasis on the analysis of the optical configuration and theshaping deflection compensation.In this column... The electron optical column for the variable rectangular-shaped beam lithographysystem DJ-2 is described,with emphasis on the analysis of the optical configuration and theshaping deflection compensation.In this column the variable spot shaping is performed with aminimum number of lenses by a more reasonable optical scheme.A high-sensitivity electrostaticshaping deflector with sequential parallel-plates is implemented for high-speed spot shaping.With a precise linear and rotational approach,the spot current density,the edge resolution aswell as the position of spot origin remain unchanged when the spot size varies.Experiments showthat the spot current density of over 0.4 A/cm^2 is obtained with a tungsten hairpin cathode,andthe edge resolution is better than 0.2μm within a 2×2 mm^2 field size. 展开更多
关键词 ELECTRON optics ELECTRON beam LITHOGRAPHY VARIABLE rectangular-shaped beam
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Optimal design of sub-wavelength metal rectangular gratings for polarizing beam splitter based on effective medium theory 被引量:3
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作者 赵华君 彭拥军 +3 位作者 谭菊 廖长荣 李鹏 任晓霞 《Chinese Physics B》 SCIE EI CAS CSCD 2009年第12期5326-5330,共5页
A novel optimal design of sub-wavelength metal rectangular gratings for the polarizing beam splitter (PBS) is proposed. The method is based on effective medium theory and the method of designing single layer antiref... A novel optimal design of sub-wavelength metal rectangular gratings for the polarizing beam splitter (PBS) is proposed. The method is based on effective medium theory and the method of designing single layer antireflection coating. The polarization performance of PBS is discussed by rigorous couple-wave analysis (RCWA) method at a wavelength of 1550 nm. The result shows that sub-wavelength metal rectangular grating is characterized by a high reflectivity, like metal films for TE polarization, and high transmissivity, like dielectric films for TM polarization. The optimal design accords well with the results simulated by RCWA method. 展开更多
关键词 polarizing beam splitter sub-wavelength metal rectangular gratings effective medium theory ANTIREFLECTION
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Linear theory of a dielectric-loaded rectangular Cerenkov maser with a sheet electron beam
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作者 陈晔 赵鼎 +2 位作者 刘文鑫 王勇 万晓声 《Chinese Physics B》 SCIE EI CAS CSCD 2012年第10期245-250,共6页
A three-dimensional model of a dielectric-loaded rectangular Cerenkov maser with a sheet electron beam for the beam-wave interaction is proposed.Based on this model,the hybrid-mode dispersion equation is derived with ... A three-dimensional model of a dielectric-loaded rectangular Cerenkov maser with a sheet electron beam for the beam-wave interaction is proposed.Based on this model,the hybrid-mode dispersion equation is derived with the Borgnis potential function by using the field-matching method.Its approximate solution is obtained under the assumption of a dilute electron beam.By using the Ansoft high frequency structural simulator(HFSS) code,the electromagnetic field distribution in the interaction structure is given.Through numerical calculations,the effects of beam thickness,beam and dielectric-layer gap distance,beam voltage,and current density on the resonant growth rate are analysed in detail. 展开更多
关键词 rectangular Cerenkov maser beam-wave interaction hybrid-mode dispersion equation Borgnis potential function
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Rectangular Microstrip Antenna for Symmetrical 3-D Beam Widths for an Efficient Feed of Reflector Antenna and its Quantitative Analysis
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作者 Jitendra Kr. Sah Sun Chatterjee +3 位作者 Pragya Bharati Dia Ghosh Aditi Anand Sudipta Chattopadhyay 《Journal of Electromagnetic Analysis and Applications》 2012年第6期230-234,共5页
A simple rectangular microstrip antenna on low dielectric constant substrate such as air for improved radiation beam performance is theoretically investigated. The conventional patch antenna fabricated on common subst... A simple rectangular microstrip antenna on low dielectric constant substrate such as air for improved radiation beam performance is theoretically investigated. The conventional patch antenna fabricated on common substrates always produces quite broader E plane pattern compared to its H plane. In the present investigation, the same microstrip antenna is designed on air substrate with a view to develop an efficient feed for parabolic reflector antenna, which shows an excellent radiation pattern with symmetrical 3 dB beam widths at its both E and H plane. The present antenna compared to conventional structure to show its excellence in the beam performance is presented. The complete quantitative analysis to explore such radiation beam characteristics for both the structures (conventional and the present one) is also presented in this paper. An easy and handful relationship between the length of patch antenna and its fringing length for different types of substrate is established in the background of 3 dB beam widths. The proposed idea has been verified through a commercial software package for a patch operating in X band and a concrete physical insight into the phenomenon is developed. 展开更多
关键词 Air SUBSTRATE rectangular MICROSTRIP Antenna SYMMETRICAL beam widths.
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均布荷载下矩形钢管混凝土上翼缘工字形梁侧扭屈曲研究
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作者 刘迎春 胡志峰 +2 位作者 计静 张文福 姜良芹 《甘肃科学学报》 2025年第1期40-46,共7页
为研究均布荷载作用下跨中设置扭转支撑的矩形钢管混凝土上翼缘工字形梁的稳定性能,通过能量变分法,开展弹性侧扭屈曲分析,求解出该类梁弹性侧扭屈曲临界弯矩。采用MATLAB软件编写不同截面尺寸、跨度、支撑刚度下梁的临界弯矩计算程序,... 为研究均布荷载作用下跨中设置扭转支撑的矩形钢管混凝土上翼缘工字形梁的稳定性能,通过能量变分法,开展弹性侧扭屈曲分析,求解出该类梁弹性侧扭屈曲临界弯矩。采用MATLAB软件编写不同截面尺寸、跨度、支撑刚度下梁的临界弯矩计算程序,获得大量临界弯矩,并使用1stOpt软件对其进行拟合,获得有支撑和无支撑条件下梁的临界弯矩计算公式、支撑刚度达到门槛刚度时梁的临界弯矩计算公式和门槛刚度计算公式。最后使用ANSYS软件验证公式的精度,将分析结果与公式进行对比。研究表明:在支撑刚度达到门槛刚度前,随着支撑刚度增加,临界弯矩随之增大。经有限元验证,回归出的公式较为可靠,与有限元的误差在5%以内,可为工程设计提供参考。 展开更多
关键词 矩形管翼缘梁 扭转支撑 侧扭屈曲 能量变分法 有限元法
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不同雷诺数下矩形钝体尾流中悬臂梁流致振动的实验研究
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作者 王金林 霍昕芸 +1 位作者 闵为 王昕华 《液压气动与密封》 2025年第4期1-9,共9页
应用粒子图像测速技术(Particle Image Velocimetry,PIV),对雷诺数Re范围为3018~10565及悬臂梁与钝体间距s=3D条件下的矩形钝体(长宽比为1/2)尾流场特征,以及悬臂梁的振动特性进行了研究,并利用本征正交分解法(Proper Orthogonal Decomp... 应用粒子图像测速技术(Particle Image Velocimetry,PIV),对雷诺数Re范围为3018~10565及悬臂梁与钝体间距s=3D条件下的矩形钝体(长宽比为1/2)尾流场特征,以及悬臂梁的振动特性进行了研究,并利用本征正交分解法(Proper Orthogonal Decomposition,POD)对实验结果进行分析。研究结果表明,钝体尾流场前二阶POD模态含能最大并且模态频率相同,反映了大尺度的卡门涡结构,其模态频率即为涡脱频率f,该值与悬臂梁的振动主频f b一致,表明钝体尾流区悬臂梁的振动激励来自于卡门涡;矩形柱钝体尾流中悬臂梁的均方根振幅y rms与振动主频f b基本随Re的增大呈线性增大。利用前二阶POD模态对尾流场进行模态重构,揭示了矩形钝体尾流中悬臂梁对流场结构的反作用以及悬臂梁的振动机理。 展开更多
关键词 矩形钝体 悬臂梁 本征正交分解 粒子图像测速 流致振动
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集中荷载下矩形管翼缘组合梁侧扭屈曲研究
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作者 刘迎春 胡志峰 +2 位作者 计静 张文福 姜良芹 《河北工程大学学报(自然科学版)》 2025年第5期1-9,38,共10页
为研究集中荷载下跨中设置扭转支撑矩形管翼缘组合梁的稳定性能,采用“板-梁理论”,建立了矩形管翼缘组合梁的弹性侧扭屈曲总势能方程,选取位移函数,运用能量变分法求解其屈曲方程,得到了矩形管翼缘组合梁弹性侧扭屈曲临界弯矩解析解。... 为研究集中荷载下跨中设置扭转支撑矩形管翼缘组合梁的稳定性能,采用“板-梁理论”,建立了矩形管翼缘组合梁的弹性侧扭屈曲总势能方程,选取位移函数,运用能量变分法求解其屈曲方程,得到了矩形管翼缘组合梁弹性侧扭屈曲临界弯矩解析解。采用1stOpt软件,考虑多参数的影响,对不同截面尺寸、跨度、扭转支撑刚度下组合梁的弹性侧扭屈曲临界弯矩进行拟合,获得有无扭转支撑的组合梁弹性侧扭屈曲临界弯矩的计算公式,并与有限元分析结果进行对比,相对误差在5%以内,验证了计算公式的精确性。最后,分析混凝土强度、腹板高厚比、跨高比和上翼缘含钢率等参数对矩形管翼缘组合梁稳定性能的影响规律。研究发现,随着扭转支撑刚度的增加,组合梁的弹性侧扭屈曲临界弯矩逐渐增大,梁的稳定性得到提高;当扭转支撑刚度达到门槛刚度时,组合梁的弹性侧扭屈曲临界弯矩不再提高;改变混凝土强度或腹板高厚比不会使梁的弹性侧扭屈曲临界弯矩产生明显变化,而减小跨高比或提高上翼缘含钢率会明显增加该类组合梁的弹性侧扭屈曲临界弯矩。 展开更多
关键词 矩形管翼缘组合梁 扭转支撑 侧扭屈曲 能量变分法
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稳态雷暴冲击风场下矩形梁风荷载特性试验研究
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作者 胡朋 龙佳慧 +3 位作者 胡广德 陈飞 陈婉婷 韩艳 《交通科学与工程》 2025年第2期31-43,共13页
【目的】考察稳态雷暴冲击风场对大跨度桥梁风特性及风荷载的影响。【方法】基于雷暴冲击风试验装置模拟了稳态雷暴冲击风场,以典型矩形梁断面为研究对象,探究了稳态雷暴冲击风场对矩形梁风压系数及风荷载特性的影响规律。【结果】所采... 【目的】考察稳态雷暴冲击风场对大跨度桥梁风特性及风荷载的影响。【方法】基于雷暴冲击风试验装置模拟了稳态雷暴冲击风场,以典型矩形梁断面为研究对象,探究了稳态雷暴冲击风场对矩形梁风压系数及风荷载特性的影响规律。【结果】所采用的雷暴冲击风试验装置能够产生精度较高的雷暴冲击风场,具备模拟稳态雷暴冲击风场的条件。在半径r=0.6D_(jet)~2.75D_(jet)(D_(jet)为喷嘴直径)范围内,雷暴冲击风水平风速的竖向风剖面整体呈“鼻子”状。不同高度处雷暴冲击风的风攻角大多处于负攻角状态,且在一定高度范围内,雷暴冲击风的风攻角绝对值随着高度的增加而增加。受喷嘴下方高气压的影响,当矩形梁位于喷嘴正下方时,矩形梁断面整体表现为正压;随着径向距离的增加,雷暴冲击风风速逐渐由竖向演变为以水平方向为主,矩形梁表面风压逐渐变小。在r=0~2.0D_(jet)范围内,矩形梁升力和阻力的变化最为剧烈,且在该范围内出现最大值;不同离地高度的矩形梁的升力和阻力随径向位置的变化趋势基本相同。【结论】研究成果可为雷暴冲击风作用下桥梁等钝体结构的风荷载分布提供参考。 展开更多
关键词 稳态雷暴冲击风 矩形梁 风场特性 风压系数 气动力
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矩形中空夹层钢管混凝土梁纯弯力学性能有限元分析
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作者 殷隆涛 黄宏 +1 位作者 汪镕鹏 胡斌 《建筑钢结构进展》 北大核心 2025年第3期1-11,共11页
提出了一种新型的矩形中空夹层钢管混凝土梁构件。将内钢管向构件受拉侧偏心放置,可以有效减少受拉区混凝土截面面积,充分发挥钢材受拉混凝土受压的特性。利用有限元分析软件ABAQUS建立中空夹层钢管混凝土构件在纯弯作用下的有限元模型... 提出了一种新型的矩形中空夹层钢管混凝土梁构件。将内钢管向构件受拉侧偏心放置,可以有效减少受拉区混凝土截面面积,充分发挥钢材受拉混凝土受压的特性。利用有限元分析软件ABAQUS建立中空夹层钢管混凝土构件在纯弯作用下的有限元模型,将有限元结果与现有试验结果对比以验证有限元分析方法的准确性后,再对新型组合梁构件进行机理分析和参数分析,变化参数为内钢管偏心率、空心率、内外钢管屈服强度和混凝土强度。分析结果表明:在用钢量及截面高度和宽度一致时,内钢管偏心放置中空夹层钢管混凝土梁的极限抗弯承载力是H型钢极限抗弯承载力的1.6~2.1倍,是空钢管极限抗弯承载力的2.3~2.6倍,且其延性更好;截面高度越大的构件其内外钢管所承受的弯矩占整个构件所受弯矩的比例也越大;矩形中空夹层钢管混凝土纯弯构件的弯矩-跨中挠度曲线大致可以分为弹性阶段、弹塑性阶段和强化阶段;内管偏心放置的承载能力和延性比内管同心放置的纯弯构件的性能更好;内外钢管屈服强度和混凝土抗压强度是影响内钢管偏心放置中空夹层钢管混凝土梁力学性能的主要因素。最后,提出了内管偏心放置钢管混凝土梁抗弯承载力的简化计算方法。 展开更多
关键词 矩形中空夹层钢管混凝土梁 空心率 偏心率 纯弯性能 参数分析
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连续箱梁、多柱框架墩盖梁预应力次内力对比分析研究
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作者 林曾 《广东公路交通》 2025年第1期44-48,59,共6页
本文以对称两跨连续箱梁、三柱框架墩常规矩形盖梁、三柱框架墩隐盖梁为实例,阐述了连续箱梁、多柱框架墩盖梁预应力次内力的产生过程,并通过对三者进行对比,揭示了主梁或盖梁预应力次内力产生的机理,最后提出了减小预应力次内力的策略... 本文以对称两跨连续箱梁、三柱框架墩常规矩形盖梁、三柱框架墩隐盖梁为实例,阐述了连续箱梁、多柱框架墩盖梁预应力次内力的产生过程,并通过对三者进行对比,揭示了主梁或盖梁预应力次内力产生的机理,最后提出了减小预应力次内力的策略。研究结果表明,预应力次内力对结构总效应的影响较大;连续箱梁、多柱框架墩常规矩形盖梁的预应力次弯矩为正,多柱框架墩隐盖梁的预应力次弯矩为负;为减小预应力次内力,连续箱梁、多柱框架墩常规矩形盖梁的预应力筋在梁跨中处宜设置减小凹形竖弯、远离盖梁底缘线形,多柱框架墩隐盖梁则相反。本研究成果可为连续箱梁、多柱框架墩盖梁预应力筋设计提供一定的参考。 展开更多
关键词 连续箱梁 多柱框架墩常规盖梁 多柱框架墩隐盖梁 预应力次内力
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矩形工作井压顶梁整体快速浇筑施工技术
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作者 华石坤 李登钺 +2 位作者 吴健林 尚书毫 王耀毅 《云南水力发电》 2025年第10期72-75,共4页
矩形工作井压顶梁是保证开挖后上部支护结构稳定的重要结构,压顶梁的紧后工序工期被制约情况下,为了解决工作井压顶梁施工与衔接端隧洞洞脸开挖支护施工相互制约干扰的问题。针对矩形工作井压顶梁整体快速浇筑施工进行研究,通过在工作... 矩形工作井压顶梁是保证开挖后上部支护结构稳定的重要结构,压顶梁的紧后工序工期被制约情况下,为了解决工作井压顶梁施工与衔接端隧洞洞脸开挖支护施工相互制约干扰的问题。针对矩形工作井压顶梁整体快速浇筑施工进行研究,通过在工作井中心位置开辟洞脸工作面运输通道,使用工字钢搭设通道上方撑梁模板支撑体系,同步保障混凝土浇筑期间施工人员的通行,满足平行施工条件,保障了后续工序能够同步开展。 展开更多
关键词 矩形工作井 压顶梁 快速施工 操作要点
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W波段半矩形环螺旋线行波管设计
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作者 丁文豪 魏望和 +2 位作者 朱焜 陶聪 冷劲松 《机电工程技术》 2025年第2期60-63,82,共5页
为了适应行波管对高功率、小型化、以及宽频带的发展要求,设计了适合与带状电子注进行注-波互作用的W波段半矩形环螺旋线行波管。利用了计算机电磁仿真软件Ansoft HFSS模拟了半矩形环螺旋线慢波结构的高频特性,并得到了适合在W波段下工... 为了适应行波管对高功率、小型化、以及宽频带的发展要求,设计了适合与带状电子注进行注-波互作用的W波段半矩形环螺旋线行波管。利用了计算机电磁仿真软件Ansoft HFSS模拟了半矩形环螺旋线慢波结构的高频特性,并得到了适合在W波段下工作的慢波结构尺寸参数,接着利用仿真软件CST优化了半矩形环螺旋线行波管的传输特性,最后对完成传输特性优化的行波管进行粒子模拟分析。仿真结果显示,所设计的半矩形环螺旋线慢波结构展现出色散平坦、色散值较小且耦合阻抗较高的特点。在6350 V的工作电压和0.026 A的工作电流条件下,其最大峰值输出功率能够达到30.3 W,小信号增益高达27.82 dB,电子效率约为18.35%,同时其瞬时3 dB带宽为38 GHz,能够覆盖70~108 GHz的广泛频率范围。 展开更多
关键词 W波段 半矩形环螺旋线 慢波结构 带状电子注 行波管
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矩形钢管混凝土柱节点处隔板设计与分析 被引量:1
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作者 宋钢 杨晓东 +4 位作者 齐政 贾平一 蒋世林 李俊峰 李智勇 《建筑结构》 北大核心 2025年第2期84-91,共8页
简要介绍了现行规范中矩形钢管混凝土柱的梁柱节点处隔板厚度的相关规定,根据《矩形钢管混凝土节点技术规程》(T/CECS 506—2018)中关于隔板厚度的相关计算原则,采用MIDAS/Gen软件对隔板贯通节点进行有限元分析,在不考虑钢柱内混凝土的... 简要介绍了现行规范中矩形钢管混凝土柱的梁柱节点处隔板厚度的相关规定,根据《矩形钢管混凝土节点技术规程》(T/CECS 506—2018)中关于隔板厚度的相关计算原则,采用MIDAS/Gen软件对隔板贯通节点进行有限元分析,在不考虑钢柱内混凝土的条件下,对不同厚度、不同开洞形式以及不同受力位置下的隔板应力进行了计算分析,归纳总结了不同状态下隔板内应力的分布状态。基于隔板内应力分布不均匀的前提下,提出了实际工程应用时小矩形截面钢管混凝土柱内隔板的建议厚度;通过对比分析给出了钢结构住宅中矩形钢管混凝土柱与钢梁的布置原则,指出了现行规范中关于隔板开洞削弱后构造规定不足的情况,建议未来在考虑钢柱内部混凝土对隔板承载力提高等方面进行研究,进一步完善规范中相关的计算及构造规定。 展开更多
关键词 隔板厚度 矩形钢管混凝土柱 隔板应力 梁柱节点 开洞形式
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焊缝形式及加强板对矩形钢管混凝土梁柱节点抗震性能的影响
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作者 王朝程 赵楠 +1 位作者 张春涛 吴昌根 《建筑结构》 北大核心 2025年第9期111-117,28,共8页
为获得矩形钢管混凝土柱-H型钢梁在地震作用下的可靠连接方式,以焊缝形式(全熔透焊缝、角焊缝)及节点核心区有无加强板为变量,通过3个足尺节点试件的拟静力试验与有限元计算结果,研究焊缝形式与加强板对试件破坏模式、承载能力、耗能能... 为获得矩形钢管混凝土柱-H型钢梁在地震作用下的可靠连接方式,以焊缝形式(全熔透焊缝、角焊缝)及节点核心区有无加强板为变量,通过3个足尺节点试件的拟静力试验与有限元计算结果,研究焊缝形式与加强板对试件破坏模式、承载能力、耗能能力、刚度以及延性耗能等的影响规律。试验结果表明:节点为弹塑性破坏,主要特征为钢梁翼缘撕裂,且下翼缘撕裂破坏最显著;焊缝形式对节点承载能力影响较小,加强板对节点承载能力的影响则相对较大;焊缝形式与加强板对试件初始刚度以及刚度退化过程无明显影响;有限元计算结果与试验测试结果吻合良好,给出的矩形钢管混凝土柱-H型钢梁连接节点具有良好的延性及较高的承载能力,满足抗震设计的相关要求。 展开更多
关键词 矩形钢管混凝土柱-H型钢梁 焊缝形式 加强板 拟静力试验 抗震性能
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