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Principle and Experimental Verification of Caudal-fin-type Piezoelectric-stack Pump with Variable-cross-section Oscillating Vibrator 被引量:13
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作者 HU Xiaoqi ZHANG Jianhui +3 位作者 HUANG Yi XIA Qixiao HUANG Weiqing ZHAO Chunsheng 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2012年第1期128-136,共9页
In the traditional flow-resistance-differential (FRD) type valve-less piezoelectric pump, the generated outflow and pressure are discontinuous because of the inherent periodicity and fluctuation of the pump. To overco... In the traditional flow-resistance-differential (FRD) type valve-less piezoelectric pump, the generated outflow and pressure are discontinuous because of the inherent periodicity and fluctuation of the pump. To overcome these drawbacks, utilizing the bending vibration of piezoelectric bimorph to drive fluid was conducted. However, our investigation on the current status of this piezoelectric bimorph pump shows that larger driving force and vibration amplitude are required for fluid pumping; the pumping can be realized through the centrifugal force; and the mechanism of fluid pumping is no longer further studied. Based on these cases, the paper designed a piezoelectric-stack pump with variable-cross-section oscillating (VCSO) vibrator by imitating the swing of the caudal-fin of tuna, and the pump is neither the rotating type nor the volumetric type according to the taxonomy. The interaction between the oscillating vibrator and the fluid parcel is firstly analyzed from the viewpoint of momentum conservation, and the analytical expression of pump flow rate is obtained. Then the modal and harmonic response analyses on the vibrator immerged in water are carried out. From the analyses the first two orders resonance frequencies are 832 Hz and 1 939 Hz, respectively, and the peak value of the tip amplitude is 0.6 mm. Laser Doppler vibrometer is used to measure both the frequency and vibration amplitude, and the determined first two orders resonance frequencies are 617 Hz and 1 356 Hz, respectively. The measured tip amplitude reaches to the peak value of 0.3 mm. At last, experimental measurement for the flow rates with different driving frequencies is conducted. The results show that the flow rate can reach 560 mL/min at 1 370 Hz when the pump runs under the backpressure of 30 mm water column. And the flow rate is as much as 560% of that of experiment results carried out by researchers from Brazil. The proposed pump innovates in both theory and taxonomy; in addition, the pump overcomes the drawbacks such as large flow fluctuation and low flow rate in the traditional FRD type pumps, which will help to broaden the application of the valve-less piezoelectric pump. 展开更多
关键词 caudal-fin-type variable-cross-section piezoelectric-stack valve-less pump
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Analysis of the mass of behind-armor debris generated by RHA subjected to normal penetration of variable cross-section EFP 被引量:4
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作者 Boyang Xing Dongjiang Zhang +7 位作者 Zhenyan Guo Yunhui Hou Rui Guo Rongzhong Liu Liang Chen Hao Zhou Yongliang Yang Jianhua Luo 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2019年第3期390-397,共8页
Analyzing the mass of behind-armor debris (BAD) generated by Rolled Homogeneous Armor (RHA) subjected to normal penetration of variable cross-section Explosively Formed Projectile (EFP) is the purpose of this paper. S... Analyzing the mass of behind-armor debris (BAD) generated by Rolled Homogeneous Armor (RHA) subjected to normal penetration of variable cross-section Explosively Formed Projectile (EFP) is the purpose of this paper. So theoretical analysis, numerical simulation and experimental data are combined to analyze the influence of variable cross-section characteristic on the time history of crater radius. Moreover the relationships between time history of crater radius (as well as mass of BAD) and the thickness of RHA (from 30mm to 70 mm) and the impact velocity of EFP (1650 m/s to 1860 m/s) are also investigated. The results indicate that: 1) being compared to the variable cross-section characteristic is ignored, the theoretical time history of crater radius is in better agreement with the simulation results when the variable cross-section characteristic is considered;2) being compared to the other three conditions of plug, the theoretical mass of BAD is in the best agreement with the simulation results when the shape of plug is frustum of a cone and the angle between generatrix and bottom is 45- and the axial length of mushroom is considered. 展开更多
关键词 Explosively formed PROJECTILE Behind-armor DEBRIS variable cross-section characteristic Shape of plug Axial length of MUSHROOM Theoretical model
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Modeling and analysis of piezoelectric beam with periodically variable cross-sections for vibration energy harvesting 被引量:7
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作者 M.HAJHOSSEINI M.RAFEEYAN 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2016年第8期1053-1066,共14页
A bimorph piezoelectric beam with periodically variable cross-sections is used for the vibration energy harvesting. The effects of two geometrical parameters on the first band gap of this periodic beam are investigate... A bimorph piezoelectric beam with periodically variable cross-sections is used for the vibration energy harvesting. The effects of two geometrical parameters on the first band gap of this periodic beam are investigated by the generalized differential quadrature rule (GDQR) method. The GDQR method is also used to calculate the forced vibration response of the beam and voltage of each piezoelectric layer when the beam is subject to a sinusoidal base excitation. Results obtained from the analytical method are compared with those obtained from the finite element simulation with ANSYS, and good agreement is found. The voltage output of this periodic beam over its first band gap is calculated and compared with the voltage output of the uniform piezoelectric beam. It is concluded that this periodic beam has three advantages over the uniform piezoelectric beam, i.e., generating more voltage outputs over a wide frequency range, absorbing vibration, and being less weight. 展开更多
关键词 vibration energy harvesting piezoelectric cantilever beam periodically variable cross-section vibration band gap forced vibration analysis generalized differential quadrature rule (GDQR)
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Effect of Accumulative Strain on Grain Refinement and Strengthening of ZM6 Magnesium Alloy During Continuous Variable Cross-Section Direct Extrusion 被引量:3
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作者 Feng Li Wei Shi +1 位作者 Nan Bian Hong-Bin Wu 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2015年第5期649-655,共7页
In order to study the influence of die combination on continuous variable cross-section direct extrusion (CVCDE) in the extrusion process, the accumulative strain formula is derived, and it can be known that the ext... In order to study the influence of die combination on continuous variable cross-section direct extrusion (CVCDE) in the extrusion process, the accumulative strain formula is derived, and it can be known that the extrusion ratio of various stages directly determines the size of corresponding stage strain by formula. In this paper, as an example of the two interim dies, three die combinations of different angles and extrusion ratio are designed. Aviation magnesium alloy ZM6 is studied, and the results show that dynamic recrystallization is even more complete when continuous shear deformation occurs, so that the refinement and homogenization of microstructure are obtained. By the use of different die combinations, the accumulative strain increases under the conditions of same total extrusion ratio. Thus, the refined crystalline strengthening effect of extrusion deformation can be further analyzed. Due to the dead-zone defects, the actual accumulative strain decreases significantly and the effect of microstructure and performance improvements also decreases with it. Therefore, the optimal design of die combination is the key to the process and product of CVCDE, which provides a scientific basis for the development of severe plastic deformation. 展开更多
关键词 Continuous variable cross-section direct extrusion (CVCDE) Die combination Accumulative strain Magnesium alloys Severe plastic deformation
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THE GENERAL SOLUTION FOR DYNAMIC RESPONSE OF NONHOMOGENEOUS BEAM WITH VARIABLECROSSSECTION
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作者 纪振义 叶开沅 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1994年第5期405-412,共8页
In this paper by means of the exact analytic method [1], the general solution fordynamic response of nonhomogeneous beam with variable cross section is obtained un-der arbitrary resonant load and boundary conditions. ... In this paper by means of the exact analytic method [1], the general solution fordynamic response of nonhomogeneous beam with variable cross section is obtained un-der arbitrary resonant load and boundary conditions. The problem is reduced to solvea non-positive differential equation. Generally, it is not solved by variational method.By the present method, the general solution for this problem may be written as an ana-lytic form. Hence, it is convenient for structure optimizing problem. In this paper, itsconvergence is proved. Numerical examples are given at the end of the paper. which in-dicates satisfactory results can be obtained. 展开更多
关键词 variable cross section beam dynamic response exact analyticmethod steady-state resonant vibration
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Microstructural characteristics and deformation of magnesium alloy AZ31 produced by continuous variable cross-section direct extrusion 被引量:1
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作者 Hongwei Jiang Feng Li Xiang Zeng 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2017年第6期573-579,共7页
Magnesium(Mg) alloy AZ31 was produced by continuous variable cross-section direct extrusion(CVCDE)to study its deformation behavior. Metallographic microscopy(OM), transmission electron microscopy(TEM), and sc... Magnesium(Mg) alloy AZ31 was produced by continuous variable cross-section direct extrusion(CVCDE)to study its deformation behavior. Metallographic microscopy(OM), transmission electron microscopy(TEM), and scanning electron microscopy(SEM) were used to observe the variations in microstructure and fracture morphology of Mg alloy AZ31 as a function of processing methods. The results reveal that grains of Mg alloy AZ31 were refined and their microstructure was homogenized by CVCDE. The recrystallization in Mg alloy AZ31 produced by CVCDE with 2 interim dies was more complete than that produced by conventional extrusion(CE) and CVCDE with 1 interim die, and the grains were finer and more uniform.Plasticity of the AZ31 alloy was improved. Fracture mode was evolved from a combination of ductility and brittleness to a sole ductile form. In summary, a CVCDE mold structure with 2 interim dies can improve microstructure, plasticity, and toughness of Mg alloy AZ31. 展开更多
关键词 Continuous variable cross-section direct extrusion(CVCDE) Magnesium alloys Microstructural characteristics Plastic deformation
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Oscillatory Dynamics of a Spherical Solid in a Liquid in an Axisymmetric Variable Cross Section Channel
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作者 Ivan Karpunin 《Fluid Dynamics & Materials Processing》 EI 2024年第6期1219-1232,共14页
The dynamics of a solid spherical body in an oscillating liquid flow in a vertical axisymmetric channel of variable cross section is experimentally studied.It is shown that the oscillating liquid leads to the generati... The dynamics of a solid spherical body in an oscillating liquid flow in a vertical axisymmetric channel of variable cross section is experimentally studied.It is shown that the oscillating liquid leads to the generation of intense averaged flows in each of the channel segments.The intensity and direction of these flows depend on the dimensionless oscillating frequency.In the region of studied frequencies,the dynamics of the considered body is examined when the primary vortices emerging in the flow occupy the whole region in each segment.For a fixed frequency,an increase in the oscillation amplitude leads to a phase-inclusion holding effect,i.e.,the body occupies a quasi-stationary position in one of the cells of the vertical channel,while oscillating around its average position.It is also shown that the oscillating motion of a liquid column generates an averaged force acting on the body,the magnitude of which depends on the properties of the body and its position in the channel.The quasi-stationary position is determined by the relative density and size of the body,as well as the dimensionless frequency.The behavior of the body as a function of the amplitude and frequency of fluid oscillation and relative size is discussed in detail.Such findings may be used in the future to control the position of a phase inclusion and/or to strengthen mass transfer effects in a channel of variable cross section by means of fluid oscillations. 展开更多
关键词 Phase inclusion axisymmetric channel variable cross section oscillations dimensionless frequency averaged force viscous boundary layer
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THE APPROXIMATE ANALYTICAL SOLUTION FOR THE BUCKLING LOADS OF A THIN-WALLED BOX COLUMN WITH VARIABLE CROSS-SECTION
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作者 谢用九 宁钦海 陈明伦 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1998年第5期445-456,共12页
For a thin-walled box column with variable cross-section, the three governing equations for torsional-flexural buckling are ordinary differential equations of the second or fourth order with variable coefficients, so ... For a thin-walled box column with variable cross-section, the three governing equations for torsional-flexural buckling are ordinary differential equations of the second or fourth order with variable coefficients, so it is very difficult to solve them by means of an analytic method. In this paper, polynomials are used to approximate the geometric properties of cross-section and certain coefficients of the differential equations. Based on the energy principle and the Galerkin's method, the approximate formulas for calculating the flexural and torsional buckling loads of this kind of columns are developed respectively, and numerical examples are used to verify the correctness of the solutions obtained. The results calculated in this paper provide the basis for demonstrating the stability of thin-walled box columns with variable cross-section. This paper is of practical value. 展开更多
关键词 thin-walled box column with variable cross-section torsional-flexural buckling approximate solutions for buckling loads
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深水导管架Y形节点全自动多层多道焊接路径规划
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作者 田雷 周华亮 +5 位作者 张剑利 王炳明 孙晓斐 高志远 任文静 徐连勇 《焊接》 2026年第1期90-96,共7页
【目的】旨在通过六轴机器人全自动多层多道焊接路径规划方法,解决深水导管架Y形节点焊接效率低、高空作业风险高的核心问题。【方法】首先,基于Y形支管坡口形貌的动态特性,建立相贯线参数方程及二面角计算模型,推导坡口角与理论切割角... 【目的】旨在通过六轴机器人全自动多层多道焊接路径规划方法,解决深水导管架Y形节点焊接效率低、高空作业风险高的核心问题。【方法】首先,基于Y形支管坡口形貌的动态特性,建立相贯线参数方程及二面角计算模型,推导坡口角与理论切割角的几何关系,构建相贯线焊缝及其坡口三维理论模型,分析了坡口角度沿焊缝变化规律。然后根据等高型填充策略,通过层数控制与道数动态分配,结合焊接速度与送丝速度的协同调控,对焊接流程进行规划。【结果】该方法实现了变截面坡口的自适应路径与工艺规划。【结论】该方法显著提升了焊接效率与工艺稳定性,为海洋工程复杂节点自动化焊接提供了理论支撑与工程实践参考。 展开更多
关键词 导管架Y形节点 多层多道 路径规划 变截面坡口
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变截面微通道激光刻蚀加工及工艺参数优化
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作者 马少昂 付婷 +2 位作者 王江波 丁小康 张峰 《激光杂志》 北大核心 2026年第1期214-225,共12页
与传统的直型微通道相比,变截面微通道由于传热表面积较大且流体热边界层的强扰动特性,导致热量传递效率增加。通过多道激光搭接的方式规划激光扫描路径,实现变截面微通道的加工,并结合数值模拟方法对加工结果进行分析。通过改变激光功... 与传统的直型微通道相比,变截面微通道由于传热表面积较大且流体热边界层的强扰动特性,导致热量传递效率增加。通过多道激光搭接的方式规划激光扫描路径,实现变截面微通道的加工,并结合数值模拟方法对加工结果进行分析。通过改变激光功率和激光扫描速度,探究其对变截面微通道的表面形貌、粗糙度和深度的影响,并对激光参数进行优化,以获得表面粗糙度低、深度大的激光加工工艺选取策略,提升微通道的换热性能,为实际加工中工艺参数的选择提供参考。结果表明,微通道粗糙度随扫描速度和功率的减小呈现先减小后增大的趋势,在功率22 W、扫描速度800 mm/s时粗糙度最小为9.60μm;微通道的深度随扫描速度的减小而逐渐增大,随激光功率的减小而逐渐减小,在激光功率30 W、扫描速度400 mm/s时微通道深度最大为18.61μm。 展开更多
关键词 变截面微通道 激光刻蚀 激光参数优化 粗糙度 深度
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双变截面风柱压电俘能器发电性能研究
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作者 张森荣 侯燕 +2 位作者 宋汝君 张丹 张磊安 《西安交通大学学报》 北大核心 2026年第1期223-232,共10页
为了研究风柱的变截面设计对俘能器振动特性及俘能效果的影响,提出了一种双变截面风柱压电俘能器。该设计针对风致振动环境下的能量进行俘获,通过激振试验和风洞试验分别研究了俘能器在振动激励和涡激振动条件下的振动特性与发电性能。... 为了研究风柱的变截面设计对俘能器振动特性及俘能效果的影响,提出了一种双变截面风柱压电俘能器。该设计针对风致振动环境下的能量进行俘获,通过激振试验和风洞试验分别研究了俘能器在振动激励和涡激振动条件下的振动特性与发电性能。俘能器由悬臂梁、压电片及两侧变截面风柱构成,设计了3种安装方式(正-正、反-反、正-反),探究负载电阻、激振频率、加速度及风速对输出性能的影响。激振试验与风洞试验结果表明:最佳负载电阻为80 kΩ,正-正安装方式在4.7 m/s风速下输出功率最高达4.06 mW,显著优于同类研究。对称结构(正-正、反-反)因同步振动模式能提升压电片形变的叠加效应,在外部振动激励下的发电性能优于非对称结构(正-反);反装结构可降低装置的固有频率与启动风速,但在风洞试验中对涡流利用效率较低。激振加速度增大可显著提高俘能器的发电性能。该研究为风致振动环境下的高效能量采集提供了新思路,拓展了变截面风柱压电俘能器的研究。 展开更多
关键词 压电俘能 风致振动 变截面 涡激振动 振动激励
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基于两点应变测量对变截面弹性杆的正向波抵消研究
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作者 吕超勇 于涛 +1 位作者 侯文朝 赵翼飞 《机械工程师》 2026年第3期43-46,共4页
为了减少力波扰动造成的危害,采用两点应变法测量对变截面弹性杆中的正向波进行分离,并设计一种前馈控制系统对正向波进行抵消。由于弥散效应的影响,各谐波分量按各自的相速传播,导致波形发生变化,从而无法直接对变截面弹性杆中的力波... 为了减少力波扰动造成的危害,采用两点应变法测量对变截面弹性杆中的正向波进行分离,并设计一种前馈控制系统对正向波进行抵消。由于弥散效应的影响,各谐波分量按各自的相速传播,导致波形发生变化,从而无法直接对变截面弹性杆中的力波直接正向分离,因此需要对测量方法进行改进,再将各谐波分离,该方法基于变截面杆的传播方程,对不同频率分量采用不同的传递方程,从而预测至下游的正向扰动,并设计一种理想的前馈控制系统以抵消正向波。通过有限元仿真模拟将计算数据代入前馈系统,结果表明可以达到理想消振效果。 展开更多
关键词 变截面 弥散效应 前馈控制 法向力
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大直径变截面与等截面单桩竖向承载特性差异研究
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作者 王伟 《国防交通工程与技术》 2026年第1期13-18,12,共7页
为探明大直径变截面与等截面单桩竖向承载特性差异,基于某大桥实体工程,借助有限元软件建立变截面入土深度1/4、2/4、3/4及等截面群桩基础模型,研究竖向荷载作用下群桩的角桩荷载-沉降、桩身轴力及桩侧摩阻力变化规律。主要结论如下:相... 为探明大直径变截面与等截面单桩竖向承载特性差异,基于某大桥实体工程,借助有限元软件建立变截面入土深度1/4、2/4、3/4及等截面群桩基础模型,研究竖向荷载作用下群桩的角桩荷载-沉降、桩身轴力及桩侧摩阻力变化规律。主要结论如下:相同竖向荷载下变截面桩单桩顶沉降略大于等截面,且随变截面入土深度的增加,沉降差逐渐减小;与等截面桩型相比,采用变截面桩型对极限承载力影响甚微;竖向荷载作用下变截面与等截面单桩桩身轴力衰减规律相似,但变截面单桩桩身轴力在变截面位置突增;桩身材料利用率随着变截面入土深度的增加先增大后趋于稳定,其在变截面位置为桩基入土深度的3/4时最优;变截面位置小于1/4桩基入土深度或位于软弱土层中会影响桩侧负摩阻力及其分布范围,影响单桩轴力峰值,降低单桩的承载力。建议桥梁桩基选型时,在满足承载力的要求下,综合考虑桩身桩周岩土体性质及桩身材料利用率,合理设计变截面位置。 展开更多
关键词 大直径变截面桩 等截面桩 群桩基础 竖向承载特性 差异研究
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一种变截面U形梁柔性化打磨机构设计
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作者 王易楠 赵晨晓 +2 位作者 何清月 石林潇 梁奉廷 《锻压装备与制造技术》 2026年第1期92-94,共3页
本文设计了一种适用于变截面U形梁数控加工生产线的新型柔性化打磨机构。该机构旨在有效去除激光/等离子切割后残留在U形梁内表面的熔渣(浮渣),解决了人工打磨效率低、质量不稳、环境恶劣及劳动力短缺等问题。文中详细阐述了该机构的结... 本文设计了一种适用于变截面U形梁数控加工生产线的新型柔性化打磨机构。该机构旨在有效去除激光/等离子切割后残留在U形梁内表面的熔渣(浮渣),解决了人工打磨效率低、质量不稳、环境恶劣及劳动力短缺等问题。文中详细阐述了该机构的结构组成、工作原理及适应变截面轮廓的柔性化设计特点,为相关自动化打磨设备的研发提供了技术参考。 展开更多
关键词 变截面U形梁 柔性打磨 自动化 去渣 机构设计
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有限空间内预制变截面小箱梁吊装控制应用研究
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作者 史春 《建筑技术》 2026年第4期437-439,共3页
江苏南通通沪大道改造工程新建桥梁工程为变截面预制小箱梁、吊装安装工艺,位于原营船港桥处,距离已有高架桥梁不足6 m,地面为城市主干路,因交通不能中断及场地紧凑而对施工提出了较高要求,本研究以此为切入点,论述了有限空间内预制变... 江苏南通通沪大道改造工程新建桥梁工程为变截面预制小箱梁、吊装安装工艺,位于原营船港桥处,距离已有高架桥梁不足6 m,地面为城市主干路,因交通不能中断及场地紧凑而对施工提出了较高要求,本研究以此为切入点,论述了有限空间内预制变截面小箱梁的吊装要点和控制应用要点,以现场地理条件进行调查分析结果为基础,以起重设备市场调查为依据,以交通部门沟通结果为前提,进行了交通组织合理的场地规划,明确了吊装设备及吊装方案,并在关键位置点安排专人负责指挥交通,进而保证了工程的顺利进行。 展开更多
关键词 预制小箱梁 有限空间 变截面小箱梁 吊装 空间分析
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双肢变截面矩形空心高墩智能液压爬模施工关键技术研究
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作者 魏锐 《价值工程》 2026年第7期148-151,共4页
本文以银川至北海高速公路两溪河特大桥高墩施工为工程背景,针对双肢变截面矩形空心高墩的结构特点与施工难点,系统研究了智能液压爬模施工的关键技术。通过对液压爬模系统的设计、安装、爬升、模板收分、测量控制及配套施工工艺的深入... 本文以银川至北海高速公路两溪河特大桥高墩施工为工程背景,针对双肢变截面矩形空心高墩的结构特点与施工难点,系统研究了智能液压爬模施工的关键技术。通过对液压爬模系统的设计、安装、爬升、模板收分、测量控制及配套施工工艺的深入分析,总结了高墩施工中线形控制、垂直运输、混凝土泵送、安全防护等方面的技术要点与管理措施,形成了适用于复杂地形条件下高墩施工的成套技术方案,为类似工程提供了参考。 展开更多
关键词 双肢变截面空心墩 高墩施工 智能液压爬模 线形控制 动态收分 山区桥梁
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复合材料柔性空间机械臂振动特性分析 被引量:1
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作者 王囡囡 魏传彤 刘才山 《载人航天》 北大核心 2025年第1期44-51,共8页
针对复合材料空间机械臂在运动过程中柔性臂杆易产生强烈振动的问题,将空间机械臂简化为旋转刚体-薄壁梁模型,进行了中心转速、复合材料铺层方式以及横截面形状对复合材料柔性空间机械臂振动特性影响的研究。首先,根据复合材料的本构关... 针对复合材料空间机械臂在运动过程中柔性臂杆易产生强烈振动的问题,将空间机械臂简化为旋转刚体-薄壁梁模型,进行了中心转速、复合材料铺层方式以及横截面形状对复合材料柔性空间机械臂振动特性影响的研究。首先,根据复合材料的本构关系,建立了复合材料薄壁梁的本构方程;然后,基于欧拉-伯努利梁理论和哈密顿原理,利用本构方程和旋转梁的运动学模型建立了梁的偏微分动力学方程,通过傅里叶变换将连续系统离散为多自由度系统,进而得到了梁的离散振动方程;最后,将振动方程无量纲化,通过数值计算求解薄壁梁的固有频率和模态。模态分析结果表明:固有频率会随中心转速的增大而变大,随铺层角度的增大而变小。此外,横截面锥度对复合材料旋转变截面薄壁梁振动特性起决定性作用,截面锥度的减小会增大固有频率,同时降低铺层角度对固有频率的影响。 展开更多
关键词 旋转梁 变截面 固有频率 复合材料
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阶梯型变截面桩水平承载机理研究 被引量:1
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作者 张建伟 杨森 +2 位作者 瑜璐 赫山林 张龑 《河南理工大学学报(自然科学版)》 北大核心 2025年第2期176-185,共10页
目的为探究粉砂地基中刚性与弹性阶梯型变截面桩的水平承载机理和变径因素对水平承载性能的影响,进行室内和数值模拟实验。方法分别对刚、弹性阶梯型变截面桩和常截面桩进行水平加载,并利用有限元软件建立不同变径比和变径长度的数值模... 目的为探究粉砂地基中刚性与弹性阶梯型变截面桩的水平承载机理和变径因素对水平承载性能的影响,进行室内和数值模拟实验。方法分别对刚、弹性阶梯型变截面桩和常截面桩进行水平加载,并利用有限元软件建立不同变径比和变径长度的数值模型。结果研究结果表明,下半段桩径减小阶梯型变截面形式对弹性桩的水平承载性能影响较小,考虑材料利用率情况下,刚性阶梯型变截面桩的单位体积水平承载力比常截面桩提高6.4%,弹性阶梯型变截面桩提升33.28%;水平荷载相同条件下,刚性阶梯型变截面桩的浅层土抗力大于常截面桩的,弹性阶梯型变截面桩的浅层土抗力小于弹性常截面桩的;阶梯型变截面桩的水平承载力随变径比和变径长度的增加而增大,单位体积水平承载力随变径比增加而减小。变径比为0.8,变径长度占比为50%时,弹性阶梯型变截面桩的水平承载力接近于弹性常截面桩;与弹性常截面桩相比,当弹性阶梯型变截面桩变径比为0.8,变径长度占比为40%时,单位体积水平承载力提升最大。结论与常截面桩相比,阶梯型变截面桩的单位水平承载力更高,合理设置变径长度和变径比可以节约成本。研究结果为实际工程中阶梯型变截面桩的应用提供参考。 展开更多
关键词 粉砂地基 阶梯型变截面桩 水平承载机理 变径比 有限元分析
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变截面单桩基础桩周软土震陷特性及负摩阻力
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作者 张聪 冯忠居 +3 位作者 彭建兵 王富春 王溪清 李玉婷 《交通运输工程学报》 北大核心 2025年第4期124-134,共11页
为探明地震作用下震陷场地变截面单桩动力响应及负摩阻力特性,以翔安大桥为工程背景,通过大型振动台物理模型试验,建立了变截面单桩-软土动力相互作用模型,开展了0.10g~0.45g 5010波作用下土层震陷特性、桩身加速度、桩顶水平位移及负... 为探明地震作用下震陷场地变截面单桩动力响应及负摩阻力特性,以翔安大桥为工程背景,通过大型振动台物理模型试验,建立了变截面单桩-软土动力相互作用模型,开展了0.10g~0.45g 5010波作用下土层震陷特性、桩身加速度、桩顶水平位移及负摩阻力研究,提出了基于震动固结原理的土层震陷量计算公式以及综合考虑软土层厚度和地震动强度的负摩阻力计算公式。研究结果表明:软土震陷量随地震波强度增大而增大,地震波强度为0.45g时,软土震陷量高达0.48 cm;提出的基于震动固结原理的软土震陷量理论计算公式与试验结果一致性较好;变截面单桩基加速度均沿地震波传递方向逐渐增大,且均在桩顶处产生加速度放大效应;桩顶加速度放大系数均大于1,放大效应随加载地震动强度的增大而减小;相同强度地震波作用下,桩端加速度峰值出现时刻早于变截面与桩顶;变截面单桩的桩顶水平位移在地震波加载前期变化比较明显,后期振幅逐渐减弱;变截面单桩负摩阻力出现在软土层以下0~3倍大截面桩径范围内,且随着地震波强度的增大而逐渐增大。综上所述,地震作用下软土震陷场地变截面单桩易产生负摩阻力效应,在工程设计中可通过优化桩基截面设计,降低负摩阻力对桥梁桩基产生的不利影响。 展开更多
关键词 桥梁工程 变截面单桩 振动台试验 震陷特性 负摩阻力
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地震作用下液化场地大直径变截面单桩基础动力响应特性
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作者 冯忠居 李德 +3 位作者 张聪 徐博熙 赵瑞欣 赖德金 《工程科学与技术》 北大核心 2025年第5期237-247,共11页
为研究不同类型地震波作用下液化场地大直径变截面单桩的动力响应,依托厦门第二东通道翔安大桥,通过振动台试验,选取强度为0.15g的5010波、1004波、Kobe波和El-Centro波,分析饱和砂土层的孔压比响应及大直径变截面单桩的桩身加速度、桩... 为研究不同类型地震波作用下液化场地大直径变截面单桩的动力响应,依托厦门第二东通道翔安大桥,通过振动台试验,选取强度为0.15g的5010波、1004波、Kobe波和El-Centro波,分析饱和砂土层的孔压比响应及大直径变截面单桩的桩身加速度、桩顶水平位移、桩身弯矩等动力响应特性。结果表明:饱和砂土层液化后对地震波具有放大效应,且桩顶加速度响应相对于变截面处和桩底出现明显的滞后现象;在4种类型地震波作用下,桩顶均产生永久侧向位移;桩身弯矩由桩底至桩顶呈先增后减的趋势,在变截面位置处弯矩出现陡增现象;1004波作用下的桩身加速度、桩身弯矩峰值达到最大,Kobe波作用下的桩顶水平位移峰值最大,表明大直径变截面桩基动力响应特性对不同类型地震波的敏感程度存在较大差异。因此,在进行大直径变截面桩基的抗震设计时,可选取不同类型地震波对桩基动力响应特性进行验算。 展开更多
关键词 液化场地 大直径变截面桩 饱和砂土 动力响应 抗震设计
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