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Effects of Rare Earth and Hot Pressing Sintering Temperature on the Transverse Rupture Strength of Fe-based Diamond Composites 被引量:5
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作者 DAI Qiu-lian, LUO Can-ben, XU Xi-peng, WANG Yong-chu (College of Mechanical Engineering & Automation, Huaqiao University, Quanzhou 362011, China) 《厦门大学学报(自然科学版)》 CAS CSCD 北大核心 2002年第S1期76-77,共2页
Effects of sintering temperature in hot pressing, t yp es, states and amounts of rare earth as well as TiH 2 on the transverse rupture strength (TRS) of Fe-based composites are studied by means of orthogonal test and ... Effects of sintering temperature in hot pressing, t yp es, states and amounts of rare earth as well as TiH 2 on the transverse rupture strength (TRS) of Fe-based composites are studied by means of orthogonal test and variance analysis in this paper. It is found that sintering temperature has a significant effect on the TRS of Fe-based diamond composites. The optimal sin tering temperature is 780~860 ℃. On the contrary, the effects of RE additi v es on values of TRS of the diamond composites have on distinct difference no mat ter the RE is in the state of mixture or compound or oxidization. Experimental r esults demonstrate that Fe-based diamond composites with RE additives exhibit h igher TRS, which results in an increase in diamond retention capacity. The degre e of increment of TRS is different at different sintering temperatures. The opti mal amount of rare earth was found to be about 1% in weight. The effect of RE is more significant at lower sintering temperature. The experimental results also reveal that TiH 2 additive has a negative effect on the TRS of Fe-based compos ites. Microscope observations demonstrate that specimen without TiH 2 additives , shows fewer pores and denser structures in the base metal. It can also be seen from the SEM observation of the resulting fracturing surface of bending test sp ecimens that the bonding of the diamond-matrix interface is better in the speci men without TiH 2 than in the specimen with TiH 2. Also the fracture surface o f the specimen without TiH 2 reveals ductile cup and cone behavior. 展开更多
关键词 rare earth sintering temperature transverse rup ture strength diamond impregnated composite
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Vertical vibration of a large diameter pipe pile considering transverse inertia effect of pile 被引量:10
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作者 郑长杰 刘汉龙 +1 位作者 丁选明 周航 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第4期891-897,共7页
Considering the transverse inertia effect of pile, the vertical soil layer is studied. The wave propagations in the outer and inner soil dynamic response of a large diameter pipe pile in viscoelastic are simulated by ... Considering the transverse inertia effect of pile, the vertical soil layer is studied. The wave propagations in the outer and inner soil dynamic response of a large diameter pipe pile in viscoelastic are simulated by three-dimensional elastodynamic theory and those in the pile are simulated by Rayleigh-Love rod theory. The vertical and radial displacements of the outer and inner soil are obtained by utilizing Laplace transform technique and differentiation on the governing equations of soils. Then, based on the continuous conditions between the pile and soils, the displacements of the pile are derived. The frequency domain velocity admittance and time domain velocity response of the pile top are also presented. The solution is compared to a classical rod model solution to verify the validity. The influences of the radii and Poisson ratio of pile on the transverse inertia effect of pile are analyzed. The parametric study shows that Poisson ratio and outer radius of pile have significant influence on the transverse inertia effect of large diameter pipe piles, while the inner radius has little effect. 展开更多
关键词 large diameter pipe pile vertical vibration Rayleigh-Love rod transverse inertia effect
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Modal analysis on transverse vibration of axially moving roller chain coupled with lumped mass 被引量:4
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作者 许立新 杨玉虎 +1 位作者 常宗瑜 刘建平 《Journal of Central South University》 SCIE EI CAS 2011年第1期108-115,共8页
The modal characteristics of the transverse vibration of an axially moving roller chain coupled with lumped mass were analyzed.The chain system was modeled by using the multi-body dynamics theory and the governing equ... The modal characteristics of the transverse vibration of an axially moving roller chain coupled with lumped mass were analyzed.The chain system was modeled by using the multi-body dynamics theory and the governing equations were derived by means of Lagrange's equations.The effects of the parameters,such as the axially moving velocity of the chain,the tension force,the weight of lumped mass and its time-variable assign position in chain span,on the modal characteristics of transverse vibration for roller chain were investigated.The numerical examples were given.It is found that the natural frequencies and the corresponding mode shapes of the transverse vibration for roller chain coupled with lumped mass change significantly when the variations of above parameters are considered.With the movement of the chain strand,the natural frequencies present a fluctuating phenomenon,which is different from the uniform chain.The higher the order of mode is,the greater the fluctuating magnitude and frequency are. 展开更多
关键词 roller chain modal analysis transverse vibration lumped mass
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Application of signal processing and support vector machine to transverse cracking detection in asphalt pavement 被引量:5
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作者 YANG Qun ZHOU Shi-shi +1 位作者 WANG Ping ZHANG Jun 《Journal of Central South University》 SCIE EI CAS CSCD 2021年第8期2451-2462,共12页
Vibration-based pavement condition(roughness and obvious anomalies)monitoring has been expanding in road engineering.However,the indistinctive transverse cracking has hardly been considered.Therefore,a vehicle-based n... Vibration-based pavement condition(roughness and obvious anomalies)monitoring has been expanding in road engineering.However,the indistinctive transverse cracking has hardly been considered.Therefore,a vehicle-based novel method is proposed for detecting the transverse cracking through signal processing techniques and support vector machine(SVM).The vibration signals of the car traveling on the transverse-cracked and the crack-free sections were subjected to signal processing in time domain,frequency domain and wavelet domain,aiming to find indices that can discriminate vibration signal between the cracked and uncracked section.These indices were used to form 8 SVM models.The model with the highest accuracy and F1-measure was preferred,consisting of features including vehicle speed,range,relative standard deviation,maximum Fourier coefficient,and wavelet coefficient.Therefore,a crack and crack-free classifier was developed.Then its feasibility was investigated by 2292 pavement sections.The detection accuracy and F1-measure are 97.25%and 85.25%,respectively.The cracking detection approach proposed in this paper and the smartphone-based detection method for IRI and other distress may form a comprehensive pavement condition survey system. 展开更多
关键词 asphalt pavement transverse crack detection vehicle vibration support vector machine classification model
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Transverse relaxation characteristic and stress relaxation model considering molecular chains of HTPB coating based on pre-strained thermal aging 被引量:2
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作者 Yong-qiang Du Jian Zheng +1 位作者 Gui-bo Yu Jian-zhuang Zhi 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2021年第3期821-828,共8页
In order to accurately describe the transverse relaxation characteristic and stress relaxation modulus of HTPB coating during pre-strain thermal aging process,a one month thermal aging test was carried out at70C with ... In order to accurately describe the transverse relaxation characteristic and stress relaxation modulus of HTPB coating during pre-strain thermal aging process,a one month thermal aging test was carried out at70C with pre-strain of 0%,3%,6%and 9%,respectively.The low-field1 H NMR and stress relaxation modulus tests were carried out for HTPB coating at different aging stages.The stress relaxation model considering the molecular chains was proposed according to the changes of crosslinking chain and dangling chain of HTPB coating during pre-strain aging.The results showed that with the increase of aging time,the decay rate of transverse relaxation curve became faster,the transverse relaxation time decreased,the value of combined parameter q Mrl increased,the proportion of crosslinking chain decreased,while the proportion of dangling chain increased.Moreover,the stress relaxation modulus increased,the crosslinking network structure of HTPB coating became denser and the degree of crosslinking increased.At the initial aging stage,the pre-strain will destroy the crosslinking network structure of HTPB coating to a certain extent.With the increase of aging time,the effect of pre-strain will gradually weaken and the influence of aging on materials will gradually increase.The correlations between the stress relaxation model considering the molecular chains and the test results were more than 0.9950,which can accurately describe the stress relaxation modulus of HTPB coating during the pre-strain thermal aging process. 展开更多
关键词 HTPB Pre-strain aging transverse relaxation characteristic Molecular chain Stress relaxation model
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Modeling and solving for transverse vibration of gear with variational thickness 被引量:6
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作者 QIN Hui-bin LU Ming +2 位作者 SHE Yin-zhu WANG Shi-ying LI Xiang-peng 《Journal of Central South University》 SCIE EI CAS 2013年第8期2124-2133,共10页
A analyzed model of gear with wheel hub, web and rim was derived from the Mindlin moderate plate theory. The gear was divided into three annular segments along the locations of the step variations. Traverse displaceme... A analyzed model of gear with wheel hub, web and rim was derived from the Mindlin moderate plate theory. The gear was divided into three annular segments along the locations of the step variations. Traverse displacement, rotation angle, shear force and fiexural moment were equal to ensure the continuity along the interface of the wheel hub, web and rim segments. The governing differential equations for harmonic vibration of annular segments were derived to solve the gear vibration problem. The influence of hole to diameter ratios, segment thickness ratios, segment location ratios, Poisson ratio on the vibration behavior of stepped circular Mindlin disk were calculated, tabletted and plotted. Comparisons were made with the frequencies arising from the presented method, finite elements method, and structure modal experiment. The result correlation among these three ways is very good. The largest error for all frequencies is 5.46%, and less than 5% for most frequencies. 展开更多
关键词 gear with variational thickness Mindlin moderately plate theory transverse and flexural vibration model resonantfrequencies of vibration
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ON THE BENDING, VIBRATION AND STABILITY OF LAMINATED RECTANGULAR PLATES WITH TRANSVERSELY ISOTROPIC LAYERS 被引量:11
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作者 丁皓江 陈伟球 徐荣桥 《应用数学和力学》 EI CSCD 北大核心 2001年第1期16-22,共7页
A method based on newly presented state space formulations is developed for analyzing the bending, vibration and stability of laminated transversely isotropic rectangular plates with simply supported edges. By introdu... A method based on newly presented state space formulations is developed for analyzing the bending, vibration and stability of laminated transversely isotropic rectangular plates with simply supported edges. By introducing two displacement functions and two stress functions, two independent state equations were constructed based on the three_dimensional elasticity equations for transverse isotropy. The original differential equations are thus decoupled with the order reduced that will facilitate obtaining solutions of various problems. For the simply supported rectangular plate, two relations between the state variables at the top and bottom surfaces were established. In particular, for the free vibration (stability) problem, it is found that there exist two independent classes: One corresponds to the pure in_plane vibration (stability) and the other to the general bending vibration (stability). Numerical examples are finally presented and the effects of some parameters are discussed. 展开更多
关键词 横观各向同性 矩形板 状态空间法 弯曲 振动 稳定
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Comparative study on transverse shrinkage, mechanical and metallurgical properties of AA2219 aluminium weld joints prepared by gas tungsten arc and gas metal arc welding processes 被引量:1
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作者 S.ARUNKUMAR P.RANGARAJAN +1 位作者 K.DEVAKUMARAN P.SATHIYA 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2015年第3期262-268,共7页
Aluminium alloy AA2219 is a high strength alloy belonging to 2000 series. It has been widely used for aerospace applications, especially for construction of cryogenic fuel tank. However, arc welding of AA2219 material... Aluminium alloy AA2219 is a high strength alloy belonging to 2000 series. It has been widely used for aerospace applications, especially for construction of cryogenic fuel tank. However, arc welding of AA2219 material is very critical. The major problems that arise in arc welding of AA2219 are the adverse development of residual stresses and the re-distribution as well as dissolution of copper rich phase in the weld joint.These effects increase with increase in heat input. Thus, special attention was taken to especially thick section welding of AA2219-T87 aluminium alloy. Hence, the present work describes the 25 mm-thick AA2219-T87 aluminium alloy plate butt welded by GTAW and GMAW processes using multi-pass welding procedure in double V groove design. The transverse shrinkage, conventional mechanical and metallurgical properties of both the locations on weld joints were studied. It is observed that the fair copper rich cellular(CRC) network is on Side-A of both the weldments. Further, it is noticed that, the severity of weld thermal cycle near to the fusion line of HAZ is reduced due to low heat input in GTAW process which results in non dissolution of copper rich phase. Based on the mechanical and metallurgical properties it is inferred that GTAW process is used to improve the aforementioned characteristics of weld joints in comparison to GMAW process. 展开更多
关键词 焊接工艺设计 铝合金焊接 冶金性能 横向收缩 性能对比 金属 机械 天然气
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THE NON-AXISYMMETRICAL DYNAMIC RESPONSE OF TRANSVERSELY ISOTROPIC SATURATED POROELASTIC MEDIA 被引量:26
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作者 张引科 黄 义 《应用数学和力学》 EI CSCD 北大核心 2001年第1期56-70,共15页
The Biot’s wave equations of transversely isotropic saturated poroelastic media excited by non_axisymmetrical harmonic source were solved by means of Fourier expansion and Hankel transform. Then the components of tot... The Biot’s wave equations of transversely isotropic saturated poroelastic media excited by non_axisymmetrical harmonic source were solved by means of Fourier expansion and Hankel transform. Then the components of total stress in porous media are expressed with the solutions of Biot’s wave equations. The method of research on non_axisymmetrical dynamic response of saturated porous media is discussed, and a numerical result is presented. 展开更多
关键词 BIOT波动方程 横观各向同性饱和弹性多孔介质 非轴对称动力响应
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Instability Mechanism of a Rotating Disc Subjected to Various Transverse Interactive Forces
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作者 XIONG Guo-liang, CHEN Hui, YI Jun-min (School of Mechanical Engineering, East China Jiaotong University, Nanc hang 330013, China) 《厦门大学学报(自然科学版)》 CAS CSCD 北大核心 2002年第S1期130-131,共2页
In the past three decades, numerous papers have bee n publishedon the dynamics of rotating discs. most of them have focused on the ma thematical modeling and solution for a specific interactive force, such as a n elas... In the past three decades, numerous papers have bee n publishedon the dynamics of rotating discs. most of them have focused on the ma thematical modeling and solution for a specific interactive force, such as a n elastic force produced by a stationary spring or a damping force from a statio nary viscous damper. Few of them have looked into the instability mechanisms. This study has established a generalized approach to investigate the instability mechanisms that are involved in the interaction between a rotating and an arbit rary interactive force. An energy flux equation has been developed, which leads to the following conclusions: (1) The possibility of the occurrence of instability due to any interactive forc es may be identified based on the energy flux analysis, even without solving equ ations. (2) Instabilities will occur if the interactive forces are in phase with the vel ocity measured at the interactive point from the coordinates rotating with the d isc. (3) Instability cannot occur when a rotating disc is subjected to a stationary c onstant lateral force, but a stationary harmonic lateral force, a moving constan t lateral force or a moving harmonic lateral force may cause instability. (4) Conservative forces may only cause coupling instability associated with two modes, and non-conservative forces usually cause terminal instability where onl y one mode is involved. 展开更多
关键词 rotating disk instability mechanism transverse interactive forces
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Interaction between transverse isotropy rock slope and supporting structure
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作者 段靓靓 方理刚 《Journal of Central South University》 SCIE EI CAS 2008年第S1期415-423,共9页
In order to study the interaction between transverse isotropy rock mass and supporting structure,the laboratory tests for rock sampled from the slope at expressway project were carried out,and the parameters of elasti... In order to study the interaction between transverse isotropy rock mass and supporting structure,the laboratory tests for rock sampled from the slope at expressway project were carried out,and the parameters of elasticity for transverse isotropic rock were determined by the uniaxial compression tests for rock sample with different strike of stratification plane.Then,based on the relationship of stress-stain for transverse isotropic rock mass,the analytical model was established for the interaction between transverse isotropic rock mass and frame beam with pre-stressed anchor cable.Furthermore,the conception of the best anchorage-angle in pre-stressed anchor cable was proposed.At last,the parameters of the interaction between transverse isotropy rock mass and frame beam with pre-stressed anchor cable were investigated by finite element method,and the best anchorage-angle in pre-stressed anchor cable was obtained.The rules of the influence of the directivity of stratification plane on supporting structure were determined.The results show that the analytical model and numerical method on the design of pre-stressed anchor cable with frame beam supporting for transverse isotropy rock slope are reasonable and reliable in practical engineering design. 展开更多
关键词 rock MECHANICS transverse ISOTROPY pre-stressed ANCHOR cable FRAME beam finite element analysis ANCHORAGE angle
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Direct Torque and Adaptive Flux Sensorless Control of Novel Transverse Flux Permanent Magnet Motors 被引量:4
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作者 TU Xiaotao GU Chenglin 《中国电机工程学报》 EI CSCD 北大核心 2013年第9期I0013-I0013,共1页
横向磁通永磁电机在开环无刷直流驱动模式下不可避免存在转矩脉动,但可以通过采用直接转矩控制加以改善。首先分析无刷直流驱动中"花瓣"状定子磁链轨迹的形成机理,然后针对传统转矩和磁链双闭环直接转矩控制中的定子磁链给定难的问题... 横向磁通永磁电机在开环无刷直流驱动模式下不可避免存在转矩脉动,但可以通过采用直接转矩控制加以改善。首先分析无刷直流驱动中"花瓣"状定子磁链轨迹的形成机理,然后针对传统转矩和磁链双闭环直接转矩控制中的定子磁链给定难的问题,提出了无位置传感器磁链自适应直接转矩控制方案。该方案仅利用定子磁链位置和转矩滞环比较器决定电压矢量,并配合换相补偿以修正定、转子磁链夹角与最佳提前换相角之间的偏差以兼顾高转矩电流比和低转矩脉动。仿真和实验结果证实了该方案的有效性和可行性。 展开更多
关键词 直接转矩控制 横向磁通 永磁电机 传感器控制 自适应 周期性变化 永久磁铁 BLDC
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Forced transverse vibration of rolls for four-high rolling mill
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作者 孙建亮 彭艳 +1 位作者 刘宏民 江光彪 《Journal of Central South University》 SCIE EI CAS 2009年第6期954-960,共7页
In order to investigate the forced transverse vibration of rolls under distributed draught pressure and moment of bending roll force, the forced transverse vibration model of rolls for four-high rolling mill was estab... In order to investigate the forced transverse vibration of rolls under distributed draught pressure and moment of bending roll force, the forced transverse vibration model of rolls for four-high rolling mill was established. The work roll and backup roll were considered as elastic continuous bodies that were joined by a Winkler elastic layer. According to Euler-Bemoulli beam theory, the forced transverse vibration of rolls was analyzed based on modal superposition method. The forced vibration equations were established when the draught pressure and moment of bending roll force were imposed on the rolls respectively. Numerical modeling was made on 2 030 mm cold tandem rolling mill of Baoshan Iron and Steel Company. Simulation results show that when the work roll is only subjected to different forms of draught pressures, the vibration curves of work roll and backup roll are quadratic curves with amplitudes of 0.3 mm and 45 μm, respectively. When only the moments of bending roll force are imposed on the work roll and backup roll, the vibration curves of work roll and backup roll are quadratic curves, and the amplitudes are 5.0 and 1.6 μm, respectively. The influence of moment of bending roll force on the vibration of work roll is related with the bending roll force. 展开更多
关键词 four-high mill forced transverse vibration ROLLS modal superposition method
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Simplified Calculation Method for Transient Field of Transverse Electromagnetic Horn Antenna Used by High-altitude Electromagnetic Pulse Simulator 被引量:3
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作者 WANG Yun CHEN Yongguang WANG Qingguo 《高电压技术》 EI CAS CSCD 北大核心 2013年第10期2422-2430,共9页
For conveniently calculating the radiated electric field of transverse electromagnetic(TEM) horn antenna,an approximate simplified analytical calculation method is suggested.This method divides the horn to a system of... For conveniently calculating the radiated electric field of transverse electromagnetic(TEM) horn antenna,an approximate simplified analytical calculation method is suggested.This method divides the horn to a system of V-antennas and superimposes the fields of all V-antennas to obtain the field of the TEM horn.The method is compared with the traditional analytical method and numerical method.The obtained results suggest that the proposed method is valid,simple and that it can fastly calculate the radiated electric field of the TEM horn antenna in an arbitrary space with an arbitrary excitation voltage.Based on this method,radiation of the TEM horn antenna of a high-altitude electromagnetic pulse(HEMP) simulator is simulated.Rise time,pulse width,peak value of electric field,and field distribution are analyzed.Results show that the TEM horn antenna can be used in HEMP simulators: the near field waveform is closer to the standard waveform than to the far field waveform; the standards for the rise time and the peak value of electric field are easily satisfied; the pulse width of the radiated field can be increased by broadening the pulse width of an excitation source and by making the antenna of a proper 展开更多
关键词 TEM喇叭天线 电磁脉冲模拟器 简化计算方法 高空电磁脉冲 瞬态场 标准波形 上升时间 脉冲宽度
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Asymmetric Green's functions for exponentially graded transversely isotropic substrate–coating system
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作者 F.Akbari A.Khojasteh M.Rahimian 《Journal of Central South University》 SCIE EI CAS CSCD 2018年第1期169-184,共16页
By virtue of a complete set of two displacement potentials,an analytical derivation of the elastostatic Green’s functions of an exponentially graded transversely isotropic substrate–coating system is presented.Three... By virtue of a complete set of two displacement potentials,an analytical derivation of the elastostatic Green’s functions of an exponentially graded transversely isotropic substrate–coating system is presented.Three-dimensional point–load and patch–load Green’s functions for stresses and displacements are given in line-integral representations.The formulation includes a complete set of transformed stress–potential and displacement–potential relations,with utilizing Fourier series and Hankel transforms.As illustrations,the present Green’s functions are degenerated to the special cases such as an exponentially graded half-space and a homogeneous two-layered half-space Green’s functions.Because of complicated integrand functions,the integrals are evaluated numerically and for numerical computation of the integrals,a robust and effective methodology is laid out which gives the necessary account of the presence of singularities of integration.Comparisons of the existing numerical solutions for homogeneous two-layered isotropic and transversely isotropic half-spaces are made to confirm the accuracy of the present solutions.Some typical numerical examples are also given to show the general features of the exponentially graded two-layered half-space Green’s functions that the effect of degree of variation of material properties will be recognized. 展开更多
关键词 functionally graded material transversely isotropic BI-MATERIAL Green’s function coating-substrate displacement potential
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Foot transverse arch instability following sequential ligament sectioning and screw reconstruction
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作者 Xu Feng1,Li Bing2,Ding Zuquan1,Yu Guangrong2(Coulter Department,Tsinghua University,Beijing 100084,China) 《医用生物力学》 EI CAS CSCD 2009年第S1期33-33,共1页
Objectives: To investigate foot transverse arch biomechanical stability contributed by the second metatarsal and the three ligaments connecting medial cuneiform to the second metatarsal base.Methods: Six fresh-frozen ... Objectives: To investigate foot transverse arch biomechanical stability contributed by the second metatarsal and the three ligaments connecting medial cuneiform to the second metatarsal base.Methods: Six fresh-frozen cadaveric lower extremities were dissected to expose the 展开更多
关键词 Foot transverse arch instability following sequential ligament sectioning and screw reconstruction
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桥梁拓宽滑道式横向拼接结构力学性能研究 被引量:1
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作者 吴文清 刘正 +2 位作者 陈亮 刘丹 王文炜 《东南大学学报(自然科学版)》 北大核心 2025年第2期487-495,共9页
为解决多跨长联混凝土连续箱梁桥拓宽工程中新旧桥多种变形差异带来的普遍难题,提出了一种新型滑道式横向拼接结构,并通过缩尺模型试验和有限元分析,研究其结构可行性和横向传力机理。结果表明,采用滑道式横向拼接结构后,新桥主梁的纵... 为解决多跨长联混凝土连续箱梁桥拓宽工程中新旧桥多种变形差异带来的普遍难题,提出了一种新型滑道式横向拼接结构,并通过缩尺模型试验和有限元分析,研究其结构可行性和横向传力机理。结果表明,采用滑道式横向拼接结构后,新桥主梁的纵向混凝土收缩及徐变变形不受旧桥约束,有效适应了新旧桥之间的纵向变形差,降低了由纵向变形差引起的拓宽结构内部应力集中,确保结构具备良好的正常使用性能。滑道式横向拼接结构能够有效协调新旧桥翼缘板之间的竖向变形,依靠传递剪力来实现横向传力,结构设计由剪应力控制。 展开更多
关键词 桥梁拓宽 滑道式横向拼接结构 模型试验 变形协调 横向传力机理
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横观各向同性非饱和黄土蠕变特性及沉降预测 被引量:1
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作者 杨校辉 赵子毅 +2 位作者 郭楠 钱豹 朱彦鹏 《岩土力学》 北大核心 2025年第5期1489-1500,1510,共13页
大面积分层填筑完成后的填方地基具有横观各向同性的特点,且多处于非饱和状态,工后沉降预测困难,同时考虑横观各向同性和非饱和特性的蠕变模型未见提出。为此,改进非饱和土真三轴仪、制备横观各向同性非饱和黄土试样,通过土-水特征曲线... 大面积分层填筑完成后的填方地基具有横观各向同性的特点,且多处于非饱和状态,工后沉降预测困难,同时考虑横观各向同性和非饱和特性的蠕变模型未见提出。为此,改进非饱和土真三轴仪、制备横观各向同性非饱和黄土试样,通过土-水特征曲线试验得到不同深度处横观各向同性非饱和黄土基质吸力与含水率的关系,通过固结排水试验系统研究不同初始压实度、初始含水率、偏应力和净围压作用下黄土填土的蠕变特性;依据蠕变曲线确定修正Burgers元件模型中6个参数的表达式,建立了横观各向同性非饱和黄土填方地基的工后沉降预测方法。结果表明:横观各向同性非饱和黄土具有明显的蠕变特性,总体呈非线性衰减蠕变,初始压实度、初始含水率、偏应力和净围压均对其蠕变特性有显著影响;蠕变稳定应变与初始压实度呈线性变化关系,提高土体的压实度,可以有效减小填方地基的工后沉降;基于修正Burgers模型建立了能反映初始压实度、初始含水率、应力水平影响,并能准确描述横观各向同性非饱和黄土填方地基工后沉降规律的预测算法;通过实际工程监测结果验证,所提出的工后沉降预测算法简单实用,具有良好的预测效果。研究成果能够丰富和发展非饱和土的蠕变模型,为解决高填方地基变形计算问题提供科学依据。 展开更多
关键词 横观各向同性 非饱和黄土 填方地基 三轴蠕变试验 修正Burgers模型 工后沉降预测
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四边固支加筋板的振动特性求解方法 被引量:1
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作者 吴剑国 詹俊杰 +2 位作者 邹路遥 曲雪 尹铭禄 《浙江工业大学学报》 北大核心 2025年第1期8-14,103,共8页
针对船舶工程中常用的四边固支加筋板,进行了基于Rayleigh-Ritz法的振动特性求解方法研究。把加筋板分为板与扶强材2个部分考虑,利用板与扶强材的边界协调条件,采用薄板小挠度弯曲理论和欧拉梁理论推导了加筋板的横向振动的总能量方程,... 针对船舶工程中常用的四边固支加筋板,进行了基于Rayleigh-Ritz法的振动特性求解方法研究。把加筋板分为板与扶强材2个部分考虑,利用板与扶强材的边界协调条件,采用薄板小挠度弯曲理论和欧拉梁理论推导了加筋板的横向振动的总能量方程,应用Rayleigh-Ritz法建立单向加筋矩形板小挠度下的横向振动特征方程。编制了相关的计算程序,试算4种满足四边固支加筋板位移边界条件的位移函数基函数,通过与有限元结果的对比,选择一种效率和精度都较高的基函数进行多块加筋板计算,分析基函数的种类和阶数,以及加筋板规模对计算精度与效率的影响。通过改变加筋板的各项参数,分析了四边固支加筋板的振动固有特性和其变化规律。 展开更多
关键词 加筋板 横向振动 基函数 固有特性
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直驱式波浪发电用磁场调制横向磁通发电机的设计与分析 被引量:2
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作者 黄磊 李渊 +1 位作者 陈珉烁 杨建龙 《中国电机工程学报》 北大核心 2025年第1期330-341,I0027,共13页
基于直线发电机的直驱式波浪发电系统可以直接将波浪能转化为电能,具有结构简单和效率高等优点。然而,由于波浪速度较低,造成直驱式波浪发电机体积庞大和功率密度较低,为解决这个问题,该文基于磁齿轮和磁场调制电机的增速效应,结合横向... 基于直线发电机的直驱式波浪发电系统可以直接将波浪能转化为电能,具有结构简单和效率高等优点。然而,由于波浪速度较低,造成直驱式波浪发电机体积庞大和功率密度较低,为解决这个问题,该文基于磁齿轮和磁场调制电机的增速效应,结合横向磁通电机的横向磁路,提出一种用于波浪发电的新型磁场调制横向磁通直线发电机结构。首先,介绍发电机的结构、工作原理和磁场调制机理,采用多目标优化法对发电机电磁结构进行优化设计;研究不同极槽配比和调制器倾斜角度对发电机电磁性能的影响;计算发电机对应不同电枢电流的损耗和效率,对比该结构、交叉绕组结构和现有文献中横向磁通直线电机的功率密度;最后,制造样机并搭建实验测试平台,测量发电机推力和反电势,证明所提出拓扑结构的合理性和有限元计算结果的准确性。 展开更多
关键词 磁场调制 功率密度 横向磁通 直驱式波浪发电 直线发电机
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