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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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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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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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Testing for Cross-Sectional Dependence in a RandomEffects Model
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作者 Afees Salisu Sam Olofin Eugene Kouassi 《Open Journal of Statistics》 2012年第1期88-97,共10页
This paper extends and generalizes the works of [1,2] to allow for cross-sectional dependence in the context of a two-way error components model and consequently develops LM test. The cross-sectional dependence follow... This paper extends and generalizes the works of [1,2] to allow for cross-sectional dependence in the context of a two-way error components model and consequently develops LM test. The cross-sectional dependence follows the first order spatial autoregressive error (SAE) process and is imposed on the remainder disturbances. It is important to note that this paper does not consider alternative forms of spatial lag dependence other than SAE. It also does not allow for endogeneity of the regressors and requires the normality assumption to derive the LM test. 展开更多
关键词 cross-sectionAL DEPENDENCE Error components MODEL LAGRANGIAN MULTIPLIER (LM) Tests
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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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复合材料柔性空间机械臂振动特性分析
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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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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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液化场地大直径变截面单桩群桩动力响应差异
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作者 冯忠居 周世昊 +2 位作者 张聪 宋健 林立华 《地下空间与工程学报》 北大核心 2025年第1期198-206,共9页
为研究地震作用下大直径变截面群桩基础在与单桩基础抗液化性能方面的差异,依托第二东通道工程,采用振动台模型试验开展大直径变截面单桩、群桩基础动力响应差异性研究,分析了饱和砂土层中大直径变截面单、群桩在地震荷载下,孔压比、桩... 为研究地震作用下大直径变截面群桩基础在与单桩基础抗液化性能方面的差异,依托第二东通道工程,采用振动台模型试验开展大直径变截面单桩、群桩基础动力响应差异性研究,分析了饱和砂土层中大直径变截面单、群桩在地震荷载下,孔压比、桩身加速度、桩顶水平位移和桩身弯矩差异。结果表明:地震荷载为0.30 g,大直径变截面单桩与群桩工况下,基础均发生液化现象,大直径变截面群桩基础完全液化时刻比单桩基础延缓1.58~1.64 s;大直径变截面群桩桩身最大加速度较单桩减小,且出现时刻较单桩更为滞后;大直径变截面群桩桩顶最大水平位移较单桩减小0.68 mm,出现时刻滞后1.44 s;大直径变截面群桩基础最大弯矩值较单桩基础减小11.99%,大直径变截面群桩基础最大弯矩出现时刻较单桩基础滞后1.88 s;大直径变截面群桩基础的抗液化特性明显高于单桩基础,动力响应更为滞后,在地震区桩基础设计中,可考虑用大直径变截面群桩基础形式增加其抗液化特性。 展开更多
关键词 大直径变截面 地震荷载 振动台试验 群桩基础 液化
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大挠度变截面欧拉梁曲率参数化模型
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作者 黄勇刚 谢丹 《中国机械工程》 北大核心 2025年第8期1757-1766,共10页
为了实现结构和性能的优化,变截面梁在柔顺机构中愈来愈受到重视,针对其大挠度分析难以兼顾精度和效率的挑战,提出了一种基于曲率逼近的参数化建模方法。采用Bernstein多项式表示挠曲线曲率,基于最小总势能原理建立静力平衡方程,应用高... 为了实现结构和性能的优化,变截面梁在柔顺机构中愈来愈受到重视,针对其大挠度分析难以兼顾精度和效率的挑战,提出了一种基于曲率逼近的参数化建模方法。采用Bernstein多项式表示挠曲线曲率,基于最小总势能原理建立静力平衡方程,应用高斯积分和牛顿-拉弗森迭代法进行数值求解。其优点是弯曲应变能及应力的计算简单而精确,且广义刚度矩阵是与截面惯性矩变化相关的常值对称方阵,因而建模精度高、数值计算收敛速度快。同时,基于曲率参数解,结果后处理简便快捷。多个算例的数值仿真结果充分证明了所提方法的有效性和优越性。 展开更多
关键词 柔顺机构 变截面梁 大挠度 参数化模型
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基于MATLAB的变截面梁的振动特性分析
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作者 赵锐 陈霖 淡丹辉 《计算机仿真》 2025年第8期288-293,437,共7页
为分析变截面梁在弹性边界条件下的振动特性,提出了一种基于Timoshenko梁理论和修正Timoshenko梁理论的振动分析模型。通过改变梁两端弹簧的刚度来模拟不同边界条件,以谱几何法表示梁的控制函数,根据哈密顿原理并利用瑞利-里兹法计算变... 为分析变截面梁在弹性边界条件下的振动特性,提出了一种基于Timoshenko梁理论和修正Timoshenko梁理论的振动分析模型。通过改变梁两端弹簧的刚度来模拟不同边界条件,以谱几何法表示梁的控制函数,根据哈密顿原理并利用瑞利-里兹法计算变截面梁的振动特性。结果表明,对于低阶频率,两者得到的结果非常接近,对于高阶频率,修正Timoshenko梁理论的精度更高;几何参数对振动频率的影响较大,对1阶振型的影响较小;上述方法充分应用了三角函数的正交性,在保证计算精度的同时节约了计算资源;基于MATLAB开发了脱机计算程序,其简洁的可视化操作页面为实际工程应用提供了便利和理论依据。 展开更多
关键词 变截面 自振特性 谱几何法 修正铁摩辛柯梁
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考虑畸变效应的波形钢腹板组合箱梁桥的横隔板布置形式研究
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作者 杜建华 张晓亮 +2 位作者 沈红云 卢梦雨 尹世平 《工业建筑》 2025年第2期121-129,共9页
分析横隔板的布置方式对变截面波形钢腹板组合箱梁桥的影响,运用有限元软件,建立桥梁实体模型进行分析。通过改变荷载作用形式,以桥梁自身的翘曲变形、畸变应力、扭转应力等参数为依据,详细分析了波形钢腹板桥在不同的横隔板布置间距、... 分析横隔板的布置方式对变截面波形钢腹板组合箱梁桥的影响,运用有限元软件,建立桥梁实体模型进行分析。通过改变荷载作用形式,以桥梁自身的翘曲变形、畸变应力、扭转应力等参数为依据,详细分析了波形钢腹板桥在不同的横隔板布置间距、布置数量下,桥梁的扭转与畸变效应。研究结果表明:在偏心集中荷载作用下,顶板处所受应力最大,且最大扭转应力仅为最大畸变应力的40%;某一截面抗畸变能力的大小主要由距离其最近的两个横隔板间距离决定;横隔板布置位置远近与截面抗扭转能力大小不成正比;与畸变荷载作用相比,在扭转荷载作用下,横隔板处应力波动更为明显;相比于纵向翘曲位移,横隔板的设置对桥梁横向翘曲位移的影响更显著;在跨中设置横隔板对桥梁抗畸变能力影响较大。 展开更多
关键词 变截面箱梁 横隔板 有限元分析 扭转效应
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大高差超高墩连续刚构桥受力特性研究
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作者 邹兰林 宋伟伟 《建筑技术》 2025年第7期831-835,共5页
以某4跨连续刚构桥为例,研究当桥墩高差较大时连续刚构桥的受力特性。研究发现,4跨连续刚构桥的受力主要集中在两个边墩上。温度荷载对桥梁影响较大,温升与温降对桥梁的作用完全相反,系统降温对桥梁的影响可通过系统升温反映。桥梁在温... 以某4跨连续刚构桥为例,研究当桥墩高差较大时连续刚构桥的受力特性。研究发现,4跨连续刚构桥的受力主要集中在两个边墩上。温度荷载对桥梁影响较大,温升与温降对桥梁的作用完全相反,系统降温对桥梁的影响可通过系统升温反映。桥梁在温度变化和荷载作用下会向较高一侧产生较大位移,导致较高一侧桥墩承受较大弯矩、剪力和自身重力。中间主高墩对桥梁的纵向变形适应性较好,但会导致较大的横向位移,影响行车舒适性。高墩使用变截面可以改善桥梁弯矩差、减小高墩应力、提高桥墩刚度,有利于桥梁的线形控制和长期运营。研究结果可对类似桥梁的设计和计算提供参考。 展开更多
关键词 连续刚构桥 变截面 线形控制 弯矩差
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变截面弹体斜侵彻两层间隔钢靶弹道特性 被引量:3
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作者 蒋腾 武海军 +3 位作者 邓希旻 全鑫 董恒 黄风雷 《兵工学报》 北大核心 2025年第2期190-205,共16页
为研究变截面弹体斜侵彻两层间隔钢靶时结构特征对弹道特性的影响规律,开展椭圆等截面、椭圆变截面弹体在1020 m/s初速、5°着角条件下斜侵彻两层间隔钢靶实验,结合数值模拟对比圆等截面、椭圆等截面、圆变截面和椭圆变截面弹体在... 为研究变截面弹体斜侵彻两层间隔钢靶时结构特征对弹道特性的影响规律,开展椭圆等截面、椭圆变截面弹体在1020 m/s初速、5°着角条件下斜侵彻两层间隔钢靶实验,结合数值模拟对比圆等截面、椭圆等截面、圆变截面和椭圆变截面弹体在斜侵彻钢靶过程中的弹道轨迹、速度、偏转角、纵向位移和纵向加速度的变化情况,揭示变截面弹体结构特征影响弹道稳定性的物理机制。研究结果表明:当弹体初始撞击速度较大、弹肩处横截面面积一致及变截面角度在0°~2.5°范围内时,不同横截面形状和变截面角度弹体在斜侵彻两层间隔钢靶过程中的速度变化差异很小;对于变截面弹体,可以通过改变变截面结构特征找到一个使得弹体贯穿首层靶板后纵向位移基本为零的临界变截面角度;不同横截面形状的变截面弹体受变截面角度对贯穿钢靶后纵向运动、姿态偏转的敏感程度不同,横截面形状的长短轴之比越大,变截面角度对偏转角速度的影响越大;变截面角度会影响弹体穿靶过程中的受力方向,可能导致弹体受力出现反转现象。相关研究对变截面弹体结构特征参数的优化、变截面弹体斜侵彻两层间隔钢靶弹道特性预测具有较好的指导价值。 展开更多
关键词 变截面弹体 结构特征 弹道特性 斜侵彻 间隔钢靶
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涡旋型线对ORC涡旋膨胀机性能的影响机理研究 被引量:1
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作者 郝红梅 胡飞 +1 位作者 吴利平 曾献勇 《机械设计与制造》 北大核心 2025年第5期99-104,共6页
全文从涡旋型线对ORC涡旋膨胀机性能的影响机理展开了研究。首先建立了变截面涡旋型线(圆渐开线-高次曲线-圆渐开线)以及等截面涡旋型线(正四边形渐开线、圆渐开线、线段渐开线)的几何模型,利用MATLAB软件编程模拟计算,得出等、变截面... 全文从涡旋型线对ORC涡旋膨胀机性能的影响机理展开了研究。首先建立了变截面涡旋型线(圆渐开线-高次曲线-圆渐开线)以及等截面涡旋型线(正四边形渐开线、圆渐开线、线段渐开线)的几何模型,利用MATLAB软件编程模拟计算,得出等、变截面涡旋膨胀机各工作腔容积、径向泄露线长度随主轴转角的变化趋势,分别对曲线进行了对比分析,并搭建ORC系统验证了等、变截面涡旋膨胀机泄露模型的正确性,为涡旋膨胀机的结构设计与理论分析奠定了基础。 展开更多
关键词 等截面涡旋型线 变截面涡旋型线 涡旋膨胀机 容积 径向泄露线长度
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