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Finite element analysis of rolling process for variable cross-section blade 被引量:2
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作者 孔祥伟 李佳 礼宾 《Journal of Central South University》 SCIE EI CAS 2013年第12期3431-3436,共6页
Due to the variation of the blade cross-section, the deformation stress and strain of the workpiece keep changing during the rolling process and the conventional rolling theory is no longer valid. The complexity and d... Due to the variation of the blade cross-section, the deformation stress and strain of the workpiece keep changing during the rolling process and the conventional rolling theory is no longer valid. The complexity and diversity of the blade cross-section determine it impossible to establish an universal theoretical model for the rolling process. Finite element analysis(FEA) provides a perspective solution to the prediction. The FEA software DEFORM was applied to discovering the deformation, stress, strain and velocity field of the variable cross-section workpiece, and the effects of friction coefficient and rolling speed during the rolling process. which indicates that the average rolling force at friction coefficient of 0.4 is 6.5% higher than that at 0.12, and the rolling velocity has less effect on the equivalent stress and strain distribution, which would confer instructive significance on the theoretical study as well as the engineering practice. 展开更多
关键词 variable section rolling finite element analysis forming law BLADE
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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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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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Stability of stratified shear flows in channels with variable cross sections
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作者 V.R.REDDY M.SUBBIAH 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2015年第11期1459-1480,共22页
For the instability problem of density stratified shear flows in sea straits with variable cross sections, a new semielliptical instability region is found. Rurthermore, the instability of the bounded shear layer is s... For the instability problem of density stratified shear flows in sea straits with variable cross sections, a new semielliptical instability region is found. Rurthermore, the instability of the bounded shear layer is studied in two cases: (i) the density which takes two different constant values in two layers and (ii) the density which takes three different constant values in three layers. In both cases, the dispersion relation is found to be a quartic equation in the complex phase velocity. It is found that there are two unstable modes in a range of the wave numbers in the first case, whereas there is only one unstable mode in the second case. 展开更多
关键词 hydrodynamic stability shear flow variable density sea strait variablecross section
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EXACT SOLUTION FOR FINITE DEFORMATION PROBLEMS OF CANTILEVER BEAM WITH VARIABLE SECTION UNDER THE ACTION OF ARBITRARY TRANSVERSE LOADS
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作者 Ye Zhiming Yeh Kaiyuan (Department of Mechanics,Lanzhou University) Present Address:Department of Civil Engineering,Shanghai University of Technology,200072. 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 1989年第2期152-158,共7页
This paper deals with finite deformation problems of cantilever beam with variable sec- tion under the action of arbitrary transverse loads.By the use of a method of variable replacement, the nonlinear differential eq... This paper deals with finite deformation problems of cantilever beam with variable sec- tion under the action of arbitrary transverse loads.By the use of a method of variable replacement, the nonlinear differential equation with varied coefficient for the problem can be transformed into an equation with variable separable.The exact solution can be obtained by the integration method. Some examples are given in the paper,and the results of these examples show that this exact solution includes the existing solutions in references as special cases. 展开更多
关键词 cantilever beam with variable section finite deformation exact solution variable replacement method
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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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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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Inner and outer pressure forming of nickel based super-alloy thin-walled part with variable diameter sections 被引量:3
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作者 王忠金 高铁军 《中国有色金属学会会刊:英文版》 EI CSCD 2008年第2期285-290,共6页
A novel forming method of nickel based super-alloy thin-walled part with variable diameter sections was proposed by using inner and outer pressure with the visco-elasto-plastic pressure-carrying medium at room tempera... A novel forming method of nickel based super-alloy thin-walled part with variable diameter sections was proposed by using inner and outer pressure with the visco-elasto-plastic pressure-carrying medium at room temperature,and the principle of the method was provided.Experiments and FE simulations were carried out to analyze the deformation characteristics for the part with larger variable diameter ratio(35%).The results show that visco-elasto-plastic pressure-carrying medium can meet the requirements of the room-temperature deformation condition for nickel based super-alloy sheet.The inner and outer pressure forming with the visco-elasto-plastic pressure-carrying medium can meet the requirements of dimensional accuracy for the thin-walled part with variable diameter sections.The thinning of wall-thickness is less than 4%.This method provides a new approach for near-net shape forming of nickel based super-alloy thin-walled parts with variable diameter sections. 展开更多
关键词 压力成型技术 合金 直径 变量
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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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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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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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Complex variable solution for boundary value problem with X-shaped cavity in plane elasticity and its application* 被引量:3
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作者 Hang ZHOU 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2017年第9期1329-1346,共18页
A new type of displacement pile, the X-section cast-in-place concrete (XCC) pile, has recently been developed in China. Extensive field tests and laboratory experi- ments are undertaken to evaluate its performance a... A new type of displacement pile, the X-section cast-in-place concrete (XCC) pile, has recently been developed in China. Extensive field tests and laboratory experi- ments are undertaken to evaluate its performance and quantify the non-uniform deforma- tion effect (NUDE) of the X-shaped cross section during installation. This paper develops a simplified theoretical model that attempts to capture the NUDE. Based on the theory of complex variable plane elasticity, closed-form solutions of the stress and displacement for the X-shaped cavity boundary value problem are given. Subsequently, the analytical solution is used to evaluate the NUDE, the concrete filling index (CFI), and the perimeter reduction coefficient of the XCC pile cross section. The computed results are compared with field test results, showing reasonable agreement. The present simplified theoretical model reveals the deformation mechanism of the X-shaped cavity and facilitates applica- tion of the newly developed XCC pile technique in geotechnical engineering. 展开更多
关键词 complex variable solution boundary value problem plane elasticity X-section cast-in-place concrete (XCC) pile deformation mechanism theoretical study
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拉拔荷载下变截面锚杆承载特性研究
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作者 朱昌星 刘旭 《河南理工大学学报(自然科学版)》 北大核心 2026年第1期95-102,共8页
目的 为了解决煤巷树脂锚杆承载时尾部钢材抗拔性能不能充分发挥的问题,提出一种尾部空心的变截面锚杆,开展拉拔荷载下变截面锚杆承载特性研究。方法 采用理论分析研究拉拔荷载下变截面锚杆锚固段内力分布规律、破坏模式和弹性承载力,... 目的 为了解决煤巷树脂锚杆承载时尾部钢材抗拔性能不能充分发挥的问题,提出一种尾部空心的变截面锚杆,开展拉拔荷载下变截面锚杆承载特性研究。方法 采用理论分析研究拉拔荷载下变截面锚杆锚固段内力分布规律、破坏模式和弹性承载力,揭示空心段对锚杆承载性能的影响规律,并通过室内拉拔试验验证理论成果。结果 结果发现:与普通锚杆相比,空心段引起锚杆轴力分布曲线非线性增加和锚固剂-围岩界面最大剪应力增大,变化幅度随着空心段尺寸参数增大而增大;变截面锚杆的2种破坏模式为锚固剂-围岩界面滑脱和变截面位置锚杆破断,根据二者发生条件推导出相应的弹性承载力计算公式和破坏模式临界状态方程,对比2种破坏模式下锚杆弹性承载力和安全性的基础上,确立以锚固剂-围岩界面滑脱为首要破坏模式;当变截面锚杆发生锚固剂-围岩界面滑脱破坏时,其弹性承载力随着空心段尺寸参数增大,初始阶段先缓慢下降,随后加速下降,呈现负指数衰减。结论 该研究结果可为提高煤巷支护系统的经济效益和解决传统锚杆钢材利用率较低的问题提供借鉴。 展开更多
关键词 变截面锚杆 承载特性 破坏模式 弹性承载力
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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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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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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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桩-震陷土层耦合作用下变截面单桩动力响应 被引量:1
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作者 冯忠居 王逸然 +3 位作者 蔡杰 张聪 朱继新 孟莹莹 《振动工程学报》 北大核心 2025年第1期162-171,共10页
为研究不同类型地震波作用下大直径变截面钢管混凝土复合单桩的动力响应规律,依托厦门第二东通道翔安大桥工程,通过室内振动台试验,选取地震动强度为0.15g的5010波、1004波、Kobe波及El‐Centro波,研究大直径变截面钢管混凝土复合单桩... 为研究不同类型地震波作用下大直径变截面钢管混凝土复合单桩的动力响应规律,依托厦门第二东通道翔安大桥工程,通过室内振动台试验,选取地震动强度为0.15g的5010波、1004波、Kobe波及El‐Centro波,研究大直径变截面钢管混凝土复合单桩的桩身加速度、水平位移、弯矩及桩基损伤等变化规律。试验结果表明:不同类型地震波由于其频谱特性不同,大直径变截面钢管混凝土复合单桩的动力响应特性存在差异;桩顶加速度最大值、桩顶水平位移最大值、桩身弯矩最大值均在1004波作用下最大,在Kobe波作用下最小;桩身弯矩最大值均未超过桩基设计抗弯承载力;在地震力的作用下对桩基础的抗弯承载能力进行设计时,应重点考虑软硬土层的分界面处抗弯能力。 展开更多
关键词 大直径变截面桩 振动台试验 震陷场地 动力响应
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不同厚度液化土层大直径变截面六桩基础振动台模型试验研究 被引量:2
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作者 冯忠居 李元鹏 +4 位作者 王伟 张聪 李宗海 赵瑞欣 王思琦 《振动工程学报》 北大核心 2025年第3期595-603,共9页
为研究不同厚度液化土层大直径变截面六桩基础动力响应特性,依托厦门第二东通道翔安大桥实体工程,通过室内振动台模型试验,选取地震动强度分别为0.15g、0.25g、0.35g、0.45g的5010波,开展液化土层厚度分别为30、40、50 cm时饱和砂土孔... 为研究不同厚度液化土层大直径变截面六桩基础动力响应特性,依托厦门第二东通道翔安大桥实体工程,通过室内振动台模型试验,选取地震动强度分别为0.15g、0.25g、0.35g、0.45g的5010波,开展液化土层厚度分别为30、40、50 cm时饱和砂土孔压比、大直径变截面六桩基础的桩身加速度、桩身弯矩、桩顶水平位移的动力特性研究。结果表明:不同饱和砂土层厚度下,大直径变截面六桩基础的桩身加速度及弯矩在变截面和土层分界面处发生突变;同一土层厚度下,随着地震动强度从0.15g增大到0.45g,饱和砂土孔压比、六桩基础的桩身加速度、桩顶水平位移、桩身弯矩均增大;0.15g地震动强度下,随着饱和砂土层厚度增大,饱和砂土孔压比稳定值减小,但六桩基础的桩顶水平位移、桩身加速度及弯矩峰值均逐渐增大且增幅变大。建议在液化场地大直径变截面桩基础设计时,应特别考虑大直径变截面六桩基础在不同液化土层厚度下的动力响应差异,并注重变截面和土层分界面的抗弯性能,以保证六桩基础的抗震性能。 展开更多
关键词 桩基 大直径变截面六桩 振动台试验 动力响应 饱和砂土
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变截面UHPC加固盾构隧道衬砌结构受力性能研究 被引量:1
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作者 柳献 甘海杰 +2 位作者 洪剑宇 张帆 王金龙 《隧道建设(中英文)》 北大核心 2025年第8期1441-1450,共10页
在使用UHPC加固盾构隧道时,不同位置UHPC层厚度不同可形成变截面加固,从而提高UHPC利用率。为研究采用变截面形式UHPC加固后衬砌结构的力学性能,开展变截面UHPC加固盾构隧道衬砌整环足尺试验,试验结构中变截面UHPC层厚度在隧道顶部和腰... 在使用UHPC加固盾构隧道时,不同位置UHPC层厚度不同可形成变截面加固,从而提高UHPC利用率。为研究采用变截面形式UHPC加固后衬砌结构的力学性能,开展变截面UHPC加固盾构隧道衬砌整环足尺试验,试验结构中变截面UHPC层厚度在隧道顶部和腰部为70 mm,肩部为40 mm,节省肩部UHPC用量的同时扩大了列车与结构间隙。此外基于曲梁理论建立UHPC加固盾构隧道衬砌结构计算方法,分析变截面UHPC加固盾构隧道衬砌结构的内力分配机制。结果表明:1)变截面UHPC加固结构的破坏模式表现为UHPC开裂、粘结界面破坏,破坏过程包含弹性阶段、弹塑性阶段和塑性阶段3个阶段,呈现良好的延性特征。2)相比等截面UHPC加固方法,变截面UHPC加固结构承载力提升25.0%,可额外多承担4.1 m上覆土荷载。3)等截面UHPC加固结构表现为明显的“超筋”破坏,管片先破坏、后加固体破坏,而变截面UHPC加固结构UHPC和界面先发生破坏,后管片破坏,对于UHPC的利用率提高。4)基于曲梁理论建立的UHPC加固结构计算方法经试验结果验证正确有效,且推导得出加固界面的破坏由剪切破坏主导。 展开更多
关键词 盾构隧道 变截面UHPC加固 二次受力 优化设计 足尺试验 加固效果
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