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High-thermal free vibration analysis of functionally graded microplates using a new finite element formulation based on TSDT and MSCT
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作者 Huu Trong Dang Nhan Thinh Hoang +2 位作者 Quoc Hoa Pham Trung Thanh Tran Huy Gia Luong 《Defence Technology(防务技术)》 2025年第2期131-149,共19页
Recent advancements in additive manufacturing(AM)have revolutionized the design and production of complex engineering microstructures.Despite these advancements,their mathematical modeling and computational analysis r... Recent advancements in additive manufacturing(AM)have revolutionized the design and production of complex engineering microstructures.Despite these advancements,their mathematical modeling and computational analysis remain significant challenges.This research aims to develop an effective computational method for analyzing the free vibration of functionally graded(FG)microplates under high temperatures while resting on a Pasternak foundation(PF).This formulation leverages a new thirdorder shear deformation theory(new TSDT)for improved accuracy without requiring shear correction factors.Additionally,the modified couple stress theory(MCST)is incorporated to account for sizedependent effects in microplates.The PF is characterized by two parameters including spring stiffness(k_(w))and shear layer stiffness(k_(s)).To validate the proposed method,the results obtained are compared with those of the existing literature.Furthermore,numerical examples explore the influence of various factors on the high-temperature free vibration of FG microplates.These factors include the length scale parameter(l),geometric dimensions,material properties,and the presence of the elastic foundation.The findings significantly enhance our comprehension of the free vibration of FG microplates in high thermal environments.In addition,the findings significantly enhance our comprehension of the free vibration of FG microplates in high thermal environments.In addition,the results of this research will have great potential in military and defense applications such as components of submarines,fighter aircraft,and missiles. 展开更多
关键词 Microplates Functionally graded material finite element method Modified couple stress theory New TSDT High-thermal free vibration Pasternak foundation
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Static and free vibration analyses of functionally graded porous variable-thickness plates using an edge-based smoothed finite element method 被引量:3
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作者 Trung Thanh Tran Quoc-Hoa Pham Trung Nguyen-Thoi 《Defence Technology(防务技术)》 SCIE EI CAS CSCD 2021年第3期971-986,共16页
The main purpose of this paper is to present numerical results of static bending and free vibration of functionally graded porous(FGP) variable-thickness plates by using an edge-based smoothed finite element method(ES... The main purpose of this paper is to present numerical results of static bending and free vibration of functionally graded porous(FGP) variable-thickness plates by using an edge-based smoothed finite element method(ES-FEM) associate with the mixed interpolation of tensorial components technique for the three-node triangular element(MITC3), so-called ES-MITC3. This ES-MITC3 element is performed to eliminate the shear locking problem and to enhance the accuracy of the existing MITC3 element. In the ES-MITC3 element, the stiffness matrices are obtained by using the strain smoothing technique over the smoothing domains formed by two adjacent MITC3 triangular elements sharing an edge. Materials of the plate are FGP with a power-law index(k) and maximum porosity distributions(U) in the forms of cosine functions. The influences of some geometric parameters, material properties on static bending, and natural frequency of the FGP variable-thickness plates are examined in detail. 展开更多
关键词 Functionally graded porous(FGP)plates Edge-based smoothed finite element method(ES-FEM) Mixed interpolation of tensorial components(MITC) Static bending Free vibration
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Numerical simulation of tire/soil interaction using a verified 3D finite element model 被引量:6
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作者 Namjoo Moslem Golbakhshi Hossein 《Journal of Central South University》 SCIE EI CAS 2014年第2期817-821,共5页
The compaction and stress generation on terrain were always investigated based on empirical approaches or testing methods for tire/soil interaction.However,the analysis should be performed for various tires and at dif... The compaction and stress generation on terrain were always investigated based on empirical approaches or testing methods for tire/soil interaction.However,the analysis should be performed for various tires and at different soil strengths.With the increasing capacity of numerical computers and simulation software,finite element modeling of tire/terrain interaction seems a good approach for predicting the effect of change on the parameters.In this work,an elaborated 3D model fully complianning with the geometry of radial tire 115/60R13 was established,using commercial code Solidwork Simulation.The hyper-elastic and incompressible rubber as tire main material was analyzed by Moony-Rivlin model.The Drucker-Prager yield criterion was used to model the soil compaction.Results show that the model realistically predicts the laboratory tests outputs of the modeled tire on the soft soil. 展开更多
关键词 tire/soil interaction finite element method(FEM) soil compaction stress distribution inflation pressure
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Vibration Analysis of Beams by Spline Finite Element
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作者 杨浩 《沈阳建筑大学学报(自然科学版)》 CAS 北大核心 2011年第6期1005-1012,共8页
In this paper,the spline finite element method is developed to investigate free vibration problems of beams.The cubic B-spline functions are used to construct the displacement field.The assembly of elements and the in... In this paper,the spline finite element method is developed to investigate free vibration problems of beams.The cubic B-spline functions are used to construct the displacement field.The assembly of elements and the introduction of boundary conditions follow the standard finite element procedure.The results under various boundary conditions are compared with those obtained by the exact method and the finite difference method.It shows that the results are in excellent agreement with the analytical results and much more accurate than the results obtained by the finite difference method,especially for higher order modes. 展开更多
关键词 vibration analysis BEAM SPLINE finite element method
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Evaluation of mixed-mode stress intensity factors by extended finite element method 被引量:3
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作者 茹忠亮 赵洪波 尹顺德 《Journal of Central South University》 SCIE EI CAS 2013年第5期1420-1425,共6页
Extended finite element method (XFEM) implementation of the interaction integral methodology for evaluating the stress intensity factors (SIF) of the mixed-mode crack problem is presented. A discontinuous function... Extended finite element method (XFEM) implementation of the interaction integral methodology for evaluating the stress intensity factors (SIF) of the mixed-mode crack problem is presented. A discontinuous function and the near-tip asymptotic function are added to the classic finite element approximation to model the crack behavior. Two-state integral by the superposition of actual and auxiliary fields is derived to calculate the SIFs. Applications of the proposed technique to the inclined centre crack plate with inclined angle from 0° to 90° and slant edge crack plate with slant angle 45°, 67.5° and 90° are presented, and comparisons are made with closed form solutions. The results show that the proposed method is convenient, accurate and computationallv efficient. 展开更多
关键词 stress intensity factor (SIF) interaction integral method extended finite element method (XFEM)
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Fluid-solid interaction of resistance loss of flexible hose in deep ocean mining 被引量:3
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作者 王志 饶秋华 刘少军 《Journal of Central South University》 SCIE EI CAS 2012年第11期3188-3193,共6页
The resistance loss of transportation was studied and the influences of buoyancy layout,mineral content and elastic modulus of flexible hose were investigated based on three-dimensional finite element model of fluid-s... The resistance loss of transportation was studied and the influences of buoyancy layout,mineral content and elastic modulus of flexible hose were investigated based on three-dimensional finite element model of fluid-solid interaction by MSC.MARC/MENTAT software.The numerical results show that the resistance losses increase with the increase of mineral content Cv and velocity of internal fluid v and decrease with the increase of elastic modulus E of flexible hose.The buoyancy layout and the velocity of internal fluid have greater impacts on the resistance losses than the elastic modulus of flexible hose.In order to reduce the resistance losses and improve the efficiency of the deep-ocean mining,Cv and v must be restricted in a suitable range (e.g.10%-25% and 2.5-4 m/s).Effective buoyancy layout (such as Scheme C and D) should be adopted and the suitable material of moderate E should be used for the flexible hose in deep-ocean mining. 展开更多
关键词 resistance loss flexible hose fluid-solid interaction deep-ocean mining finite element method
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Fluid structure interaction for circulation valve of hydraulic shock absorber 被引量:6
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作者 陈齐平 舒红宇 +2 位作者 方文强 何联格 杨茂举 《Journal of Central South University》 SCIE EI CAS 2013年第3期648-654,共7页
Based on the working principle and the damping characteristic of hydraulic shock absorber, a fluid structure interaction method was presented, which was used to analyze the microcosmic and high-frequency processing me... Based on the working principle and the damping characteristic of hydraulic shock absorber, a fluid structure interaction method was presented, which was used to analyze the microcosmic and high-frequency processing mechanism of fluid structure interaction between circulation valve and liquid of hydraulic shock absorber. The fluid mesh distortion was controlled by the CEL language, and the fluid struc^tre interaction mathematical model was established. The finite element model was established by ANSYS CFX software and was analyzed by dynamic mesh technique. The local sensitive computational area was meshed by prismatic grid, which could reduce the negative volume problem during the simulation. The circulation valve and liquid of hydraulic shock absorber were simulated and analyzed under the condition of sinusoidal inlet velocity loads. Flow characteristic and dynamics characteristic were obtained. The pressure distribution and the displacement of circulation value were obtained, and the acceleration curve of circulation valve was simulated and analyzed. The conformity of the final simulation results with the experimental datum indicates that this method is accurate and reliable to analyze the dynamics characteristic between circulation valve and liquid of hydraulic shock absorber, which can provide a theoretical foundation for optimizing hydraulic shock absorber in the future. 展开更多
关键词 hydraulic shock absorber circulation valve finite element method fluid structure interaction simulation analysis
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Analysis of Wire Vibration in Wire Electric Discharge Machining Process 被引量:1
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作者 Andhare A.B Jithin E.V. 《仪器仪表学报》 EI CAS CSCD 北大核心 2013年第S1期208-213,共6页
Wire electric discharge machining(WEDM)process is used for precision manufacturing.The accuracy of machining is function of various parameters like current,voltage,wire speed,gap between wire and work piece,wire oscil... Wire electric discharge machining(WEDM)process is used for precision manufacturing.The accuracy of machining is function of various parameters like current,voltage,wire speed,gap between wire and work piece,wire oscillation,work material,wire material,etc.Once the process parameters are selected,it is important that the wire vibrations are less to obtain a good surface finish.Due to the importance of wire vibration in obtaining the surface finish,it is necessary to study the wire vibration.This paper discusses different models of wire vibration presented in the literature and simulates a closed form solution of wire vibration using MATLAB.The transverse vibration of wire is analysed as forced vibration of moving wire with excitation due to the sparks during machining.The resulting partial differential equation is solved by using finite difference method and vibration is also simulated in the finite element package‘ANSYS’.The wire behaviour is investigated under different operating conditions and results of the two methods are 展开更多
关键词 WIRE vibration WIRE Electric DISCHARGE MACHINING finite Difference method finite element method
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Modeling of fluid-induced vibrations and identification of hydrodynamic forces on flow control valves 被引量:3
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作者 Samad Mehrzad Ilgar Javanshir +1 位作者 Ahmad Rahbar Ranji Seyyed Hadi Taheri 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第7期2596-2603,共8页
Dynamics and vibration of control valves under flow-induced vibration are analyzed. Hydrodynamic load characteristics and structural response under flow-induced vibration are mainly influenced by inertia, damping, ela... Dynamics and vibration of control valves under flow-induced vibration are analyzed. Hydrodynamic load characteristics and structural response under flow-induced vibration are mainly influenced by inertia, damping, elastic, geometric characteristics and hydraulic parameters. The purpose of this work is to investigate the dynamic behavior of control valves in the response to self-excited fluid flow. An analytical and numerical method is developed to simulate the dynamic and vibrational behavior of sliding dam valves, in response to flow excitation. In order to demonstrate the effectiveness of proposed model, the simulation results are validated with experimental ones. Finally, to achieve the optimal valve geometry, numerical results for various shapes of valves are compared. Rounded valve with the least amount of flow turbulence obtains lower fluctuations and vibration amplitude compared with the flat and steep valves. Simulation results demonstrate that with the optimal design requirements of valves, vibration amplitude can be reduced by an average to 30%. 展开更多
关键词 flow-induced force hydrodynamic force finite element method(FEM) valve design fluid-structure interaction vibration
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盾构隧道施工诱发邻近单桩的振动响应规律
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作者 赵广资 李克金 +3 位作者 李春林 仇晖 马悦 汪优 《隧道建设(中英文)》 北大核心 2025年第2期295-303,共9页
为了探究盾构施工引起的不同桩-隧间距下的单桩动力响应规律,依托济南地铁4号线某工区,采用离散元与有限差分耦合法(DEM-FDM),结合现场实测数据,建立隧道结构-土体-桩二维动力耦合模型。利用DEM模拟岩土材料的特性,结合FDM对混凝土结构... 为了探究盾构施工引起的不同桩-隧间距下的单桩动力响应规律,依托济南地铁4号线某工区,采用离散元与有限差分耦合法(DEM-FDM),结合现场实测数据,建立隧道结构-土体-桩二维动力耦合模型。利用DEM模拟岩土材料的特性,结合FDM对混凝土结构的高效动力计算,模拟距隧道18 m范围内不同桩-隧间距下的单桩动力响应工况,并对盾构施工振动时程数据和频谱特征进行监测与分析。研究结果表明:1)盾构隧道施工引起的邻近桩振动响应随桩-隧间距的增加呈现出幂函数或指数型衰减规律,其中,桩顶的衰减较不显著,桩底及与隧道同埋深的部位衰减较为显著;2)基于桩-隧间距的不同,影响范围可分为强影响范围(<3 m)、中强影响范围(3~9 m)、中弱影响范围(9~12 m)、弱影响范围(>12 m)4部分;3)随着桩-隧距离的增加,振动信号中的高频成分逐渐消失,而低频成分则能够传播较远距离,仍会引起桩的伴随振动;4)盾构施工振动产生的能量90%以上集中在0~64 Hz,低频段振动对结构的影响更加显著。 展开更多
关键词 硬岩地层 盾构隧道 施工振动 离散元与有限差分耦合 桩-隧间距 动力响应
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横波可控震源组合激振效果分析
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作者 黄志强 游正涛 +4 位作者 李刚 付铭威 王若豪 帅军 张国旭 《机械强度》 北大核心 2025年第5期55-62,共8页
受振动器结构限制,横波可控震源激振时存在下传大地能量低和横波信号下传深度浅等问题。为此,通过三维有限元数值模拟创新性地研究了不同组合的横波可控震源振动器对激振效果的影响。首先,基于三维九分量资料和两大组合类型,考虑了8种... 受振动器结构限制,横波可控震源激振时存在下传大地能量低和横波信号下传深度浅等问题。为此,通过三维有限元数值模拟创新性地研究了不同组合的横波可控震源振动器对激振效果的影响。首先,基于三维九分量资料和两大组合类型,考虑了8种组合横波可控震源振动器激振方式,建立了振动器-大地有限元模型,构建了组合横波可控震源振动器激振效果评价体系;其次,基于该评价体系,详细地分析了各种横波可控震源振动器组合激振方式对大地的下传能量、横波信号下传深度和组合激发波间的相互干涉影响。结果表明,相较于单个横波可控震源,两台SHY横波可控震源并排组合同向激振时,传入大地能量提升86.36%,大地粒子位移振幅平均提升73.40%;两台SHX横波可控震源单排组合同向激振时,传入大地能量提升97.48%,大地粒子位移振幅平均提升58.61%,较大幅度地提升了激振效果。研究成果可为提升横波可控震源激振效果提供指导,也可为横波可控震源组合激发设计研究提供参考。 展开更多
关键词 横波可控震源 组合横波振动器 组合激振效果 地震勘探 有限元法
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高速铁路单洞双线盾构隧道的振动和传播规律分析
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作者 肖明清 薛光桥 +3 位作者 何应道 徐晨 徐巍 王春晖 《铁道标准设计》 北大核心 2025年第5期1-8,42,共9页
针对高速铁路单洞双线盾构隧道的振动传播问题,建立轨道-隧道-场地的2.5维有限元-基本解耦合模型,采用有限元模拟轨道与盾构隧道结构,结合弹性空间格林函数表征围岩介质。通过计算移动轮轨力作用下的动力响应,结合弹性波理论分析振动传... 针对高速铁路单洞双线盾构隧道的振动传播问题,建立轨道-隧道-场地的2.5维有限元-基本解耦合模型,采用有限元模拟轨道与盾构隧道结构,结合弹性空间格林函数表征围岩介质。通过计算移动轮轨力作用下的动力响应,结合弹性波理论分析振动传播规律。结果表明:隧道上方场地的竖向振动由顶部纵波主导,两侧竖向振动由横波控制;当土层波阻抗从隧道围岩向地表递减时,隧道顶部扩散的柱面纵波经土层界面后趋近平面波特性,侧方横波经界面透射后竖向位移分量显著降低。单洞双线隧道振动分布呈现显著频率相关性:低频振动(0~20 Hz)在隧道正上方地表响应最大,高频振动(40~80 Hz)在偏离隧道中心线一定距离处达到峰值。隧道结构对20 Hz以上振动产生遮挡效应,导致下方围岩振动向上绕射衰减。地表竖向位移分布由频率相关的隧道辐射模式控制,分层土中的波阻抗变化使纵波成为地表振动主导成分。研究揭示了单洞双线盾构隧道振动传播的三维空间特性,明确了低频振动集中传播与高频振动侧向辐射的差异化规律,为城市高铁隧道减振设计提供理论依据。 展开更多
关键词 盾构隧道 环境振动 2.5维有限元-基本解 弹性波 单洞双线隧道 高速铁路
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考虑附加变形的高速磁浮梁轨分离式简支箱梁桥车-轨-桥耦合振动研究
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作者 汪斌 邓钢 +2 位作者 孙体佳 龚俊虎 李永乐 《桥梁建设》 北大核心 2025年第4期93-100,共8页
为了解不同附加变形对时速600 km的高速磁浮梁轨分离式简支箱梁桥车-轨-桥动力性能的影响,以某梁轨分离式简支箱梁桥为背景进行有限元研究。建立高速磁浮列车-轨道-桥梁动力耦合模型,考虑温度变形、混凝土收缩徐变以及支座不均匀沉降引... 为了解不同附加变形对时速600 km的高速磁浮梁轨分离式简支箱梁桥车-轨-桥动力性能的影响,以某梁轨分离式简支箱梁桥为背景进行有限元研究。建立高速磁浮列车-轨道-桥梁动力耦合模型,考虑温度变形、混凝土收缩徐变以及支座不均匀沉降引起的主梁附加变形,分别将3种附加变形和轨道不平顺叠加,作为系统激励进行有限元计算,对比分析不同附加变形下的车-轨-桥动力响应。结果表明:温度变形、混凝土收缩徐变和支座不均匀沉降附加变形对简支箱梁、轨道的动力响应及列车磁浮间隙影响较大,分别考虑这3种附加变形时Sperling指标较不考虑附加变形时增大13.3%、12.3%、28.0%。3种附加变形中支座不均匀沉降的影响最大,需予以重点考虑。 展开更多
关键词 高速磁浮桥梁 简支梁桥 车-轨-桥耦合振动 附加变形 温度变形 收缩徐变 支座沉降 有限元法
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电涡流-磁力混合装置的仿真与试验研究
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作者 朱前坤 姜浩文 《兰州理工大学学报》 北大核心 2025年第1期108-115,共8页
为提高电涡流阻尼器(TMD)的阻尼性能并节约材料成本,将电涡流TMD和磁力TMD结合提出一种电涡流-磁力TMD(EMTMD).介绍EMTMD的工作原理,并以某一人行桥结构模型为例设计EMTMD,利用试验方式计算出衡量其阻尼性能的电涡流阻尼系数和磁力阻尼... 为提高电涡流阻尼器(TMD)的阻尼性能并节约材料成本,将电涡流TMD和磁力TMD结合提出一种电涡流-磁力TMD(EMTMD).介绍EMTMD的工作原理,并以某一人行桥结构模型为例设计EMTMD,利用试验方式计算出衡量其阻尼性能的电涡流阻尼系数和磁力阻尼系数,并验证三维电磁场有限元仿真分析稳态和瞬态方法的准确性.利用验证后的有限元分析方法,对影响两种阻尼系数对的三种主要因素进行分析,并得出影响规律.依据其影响规律对EMTMD进行优化,将优化后的EMTMD放置于人行桥结构模型上进行振动控制试验.试验结果表明:EMTMD对人行桥结构模型具有良好的控制效果,且减振效果优于传统电涡流TMD. 展开更多
关键词 振动控制 电涡流-磁力阻尼器 有限元法 阻尼系数
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高速列车作用下40 m和32 m简支箱梁动力性能研究
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作者 罗锟 王凯新 +1 位作者 甄慧杰 帅蔚晨 《桥梁建设》 北大核心 2025年第1期49-55,共7页
为研究不同跨度高速铁路简支箱梁在列车作用下的动力性能,以郑济高铁40 m简支箱梁和京沪高铁32 m简支箱梁为背景,研究40 m和32 m简支箱梁共振条件;采用多体动力学和有限元相结合的方法建立车-轨-桥耦合振动模型,对比分析列车以不同运行... 为研究不同跨度高速铁路简支箱梁在列车作用下的动力性能,以郑济高铁40 m简支箱梁和京沪高铁32 m简支箱梁为背景,研究40 m和32 m简支箱梁共振条件;采用多体动力学和有限元相结合的方法建立车-轨-桥耦合振动模型,对比分析列车以不同运行速度通过40 m和32 m简支箱梁时的动力系数、竖向和横向加速度、竖向位移等振动响应。结果表明:40 m和32 m简支箱梁的共振速度分别为428.5 km/h和517.8 km/h,在我国目前高速铁路的列车运行速度下,箱梁不会发生一阶共振响应,但会出现二阶与三阶超谐共振以及三阶消振现象;2种箱梁的挠度动力系数均小于运营动力系数,且挠度动力系数与列车运行速度成正相关;在相同工况下,40 m简支箱梁上的竖向振动和跨中竖向位移幅值大于32 m简支箱梁,但横向振动更小;在不产生共振消振情况下,列车通过速度越快,箱梁竖向位移越大,但由于2种箱梁的截面尺寸、跨径不同,使得2种箱梁的挠跨比差值很小。在现有列车运行速度条件下,可推广使用40 m简支箱梁。 展开更多
关键词 铁路桥 简支箱梁 列车运行速度 共振 动力系数 加速度 位移 有限元法
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山区峡谷大跨度斜拉桥施工阶段抖振响应及抗风索减振措施研究 被引量:1
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作者 张捷 刘小波 +1 位作者 杨霄 张天翼 《世界桥梁》 北大核心 2025年第1期79-87,共9页
为研究山区峡谷大跨度斜拉桥在不同施工状态下的抖振响应特点,以及适用于该类桥梁的抗风索减振措施,以跨越深切峡谷的某大跨度斜拉桥为背景,采用有限元时域分析方法计算该桥在最大双悬臂施工状态、单悬臂中期施工状态和最大单悬臂施工... 为研究山区峡谷大跨度斜拉桥在不同施工状态下的抖振响应特点,以及适用于该类桥梁的抗风索减振措施,以跨越深切峡谷的某大跨度斜拉桥为背景,采用有限元时域分析方法计算该桥在最大双悬臂施工状态、单悬臂中期施工状态和最大单悬臂施工状态下的抖振响应,分析不同布置形式抗风索对抖振响应的抑制作用。结果表明:主梁在最大双悬臂施工状态下梁端竖向抖振位移显著,主要由桥塔顺桥向弯曲引起;单悬臂中期施工状态结构整体刚度提升使得梁端竖向和塔顶顺桥向抖振位移明显降低;最大单悬臂施工状态主梁悬臂段最长,主梁抖振响应较单悬臂中期施工状态显著增大。一端与桥塔承台连接的传统抗风索可大幅降低最大双悬臂状态主梁的竖向抖振位移,最大减小率达55.3%,但对单悬臂施工状态桥梁抖振响应的抑制效果并不明显;当主桥处于最大单悬臂施工状态时,在两侧主梁悬臂端采用交叉连接方式布置的“软连接”抗风索可有效抑制主梁的竖向、横桥向和扭转抖振位移,且减振效果优于平行连接。 展开更多
关键词 斜拉桥 山区峡谷 施工状态 抖振响应 抗风索 时域分析 减振措施 有限元法
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基于2.5D FEM-MFS的高铁盾构隧道车致振动传播机制及环境响应研究
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作者 徐晨 肖明清 +3 位作者 薛光桥 何应道 徐巍 王春晖 《隧道建设(中英文)》 北大核心 2025年第7期1260-1271,共12页
为在城市密集区的高铁选线及环境振动评价提供理论依据,明确高铁盾构隧道车致振动对沿线环境的振动影响特征与规律,采用基于2.5D有限元-基本解方法(2.5D FEM-MFS)的车致环境振动预测模型,以设计车速为350 km/h、外径为13.8 m的高铁盾构... 为在城市密集区的高铁选线及环境振动评价提供理论依据,明确高铁盾构隧道车致振动对沿线环境的振动影响特征与规律,采用基于2.5D有限元-基本解方法(2.5D FEM-MFS)的车致环境振动预测模型,以设计车速为350 km/h、外径为13.8 m的高铁盾构隧道为研究对象,通过轮轨耦合动力学与波数域场耦合分析,揭示典型工况高铁盾构隧道车致振动振源及传播规律。研究结果表明:1)高铁盾构隧道振动呈现显著的频段分化特征,30 Hz以下低频振动以围岩剪切波形式传播(波速为734 m/s),30~70 Hz频段为管片-围岩协同振动,80 Hz以上高频振动由管片弯曲波主导(波速为1 066 m/s或2 000 m/s);2)隧道内Z振级从轨道板处80.9 d B衰减至拱顶47.6 d B,隧道拱顶两侧因高阶振型出现55 d B局部放大;3)地表振动呈现非单调空间衰减特性,存在局部振动放大现象,最大Z振级46.7 d B出现在距隧道中线32 m处,满足Ⅰ类振动功能区限值要求,最大速度为1.73μm/s,满足VC-E级精密仪器容许标准;4)与典型地铁环境振动工况相比,高铁盾构隧道内具有Z振级较低、地表环境振动高频分频振级较低,但随距离衰减缓慢的特征。 展开更多
关键词 高铁地下线 盾构隧道 环境振动 2.5D有限元-基本解方法
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基于神经网络的海冰弯曲强度计算参数确定及锥体破冰数值研究
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作者 朱圣涛 邹璐 +1 位作者 邹早建 邹明 《振动与冲击》 北大核心 2025年第1期41-50,共10页
为构建黏聚单元物理参数与海冰弯曲强度之间的关系,提出一种基于神经网络的回归模型用于海冰弯曲强度计算参数的确定。首先,基于有限元法及黏聚单元法对海冰三点弯曲试验进行数值模拟并验证方法的有效性。然后,选择五个影响参数,采用拉... 为构建黏聚单元物理参数与海冰弯曲强度之间的关系,提出一种基于神经网络的回归模型用于海冰弯曲强度计算参数的确定。首先,基于有限元法及黏聚单元法对海冰三点弯曲试验进行数值模拟并验证方法的有效性。然后,选择五个影响参数,采用拉丁超立方抽样算法生成427个样本,通过数值模拟得到其对应的海冰弯曲强度,构建神经网络的数据集。在此基础上,采用多层感知器神经网络对所有样本预报结果进行训练,得到预报海冰弯曲强度的回归模型。以此建立与试验海冰弯曲强度相近的层冰数值模型,并考虑流体浮力和拖曳力对碎冰的作用,对不同参数影响下的锥体层冰相互作用进行数值模拟及分析。结果显示,锥体受到层冰纵向力的均值、标准差以及峰值均随碰撞速度、锥体水线面直径和锥体角度的增加而增大。 展开更多
关键词 有限元法 黏聚单元法 海冰弯曲强度 神经网络 结构物-层冰相互作用
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基于IB-LBFS和NFE的大变形膜结构流固耦合数值模拟
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作者 佟莹 牟永飞 +2 位作者 刘钒 肖中云 雷勇强 《力学学报》 北大核心 2025年第5期1216-1232,共17页
在航天航空工程领域,以降落伞、飞艇等为代表的柔性织物飞行器在非定常气动力作用下呈现的非线性动力学响应与复杂流动特征,已成为大变形流固耦合(fluid structure interaction,FSI)研究的前沿挑战.这类超弹性膜结构在气动载荷作用下产... 在航天航空工程领域,以降落伞、飞艇等为代表的柔性织物飞行器在非定常气动力作用下呈现的非线性动力学响应与复杂流动特征,已成为大变形流固耦合(fluid structure interaction,FSI)研究的前沿挑战.这类超弹性膜结构在气动载荷作用下产生的几何非线性、材料非线性和边界非线性耦合现象,给传统数值模拟方法带来了网格畸变、界面追踪和能量守恒等多重技术难题.文章面向此类FSI数值模拟需求,提出将浸入边界-格子玻尔兹曼通量求解(immersed boundary-lattice Boltzmann flux solver,IB-LBFS)方法和膜结构非线性有限元(nonlinear finite elements,NFE)方法结合,建立了双向流固耦合计算框架,实现了四大核心功能:黏性流动动态变形边界识别、流体-结构载荷与物面动态重构、超弹性材料非规则薄膜结构求解和大规模并行计算.以恒压充气囊体为研究对象,对自由来流作用下气囊与黏性流体间的流固耦合效应进行分析.结果表明,该算法预测数据符合流场分布特性及结构响应发展规律.开发的双向强流固耦合计算程序可进一步应用于航空降落伞、飞艇等充气式飞行器的流固耦合效应评估,为未来柔性飞行器结构设计、强度校核及飞行可靠性评估提供理论参考. 展开更多
关键词 流固耦合 IB-LBFS方法 非线性有限元法 织物薄膜
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基于六方向贯通式间断线网格的边坡稳定性上限分析
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作者 范佳志 秦傲韩 +3 位作者 杨峰 杨鹰 赵炼恒 高益康 《自然灾害学报》 北大核心 2025年第2期110-120,共11页
边坡潜在滑动面可应用极限分析上限有限元方法,以“常应变率三角形单元及速度间断线”网格模式搜索获取,由此速度间断线的排布方式,成为影响边坡稳定性计算精度的重要因素。文中构思一种六方向贯通式速度间断线排布策略,提出对应三角网... 边坡潜在滑动面可应用极限分析上限有限元方法,以“常应变率三角形单元及速度间断线”网格模式搜索获取,由此速度间断线的排布方式,成为影响边坡稳定性计算精度的重要因素。文中构思一种六方向贯通式速度间断线排布策略,提出对应三角网的生成流程并编程实现,作为自有上限有限元分析程序的前处理模块。经边坡稳定性算例验证表明:六方向贯通式间断线网格布局,以契合关键边界的多次一分为四及末次一分为六背景网格生成方式,不仅实现整个模型的大区域六方向间断线通路,又能在边坡坡脚处体现出多方向发散特性的网格。提出的模型非关键边界背景网格切割算法,可以局部分割新生单元的方式契合边界,维持边界处网格的六方向间断线通路特性。对于“常应变率三角形单元及速度间断线”网格离散模式,六方向贯通式间断线网格布局,较之三方向贯通及Delaunay三角剖分的情况,能更好地发挥速度间断线的效用,明显提高边坡稳定性问题的计算精度。六方向贯通式间断线网格布局,还可以结合高阶变形单元、网格自适应等措施,扩展其应用范围。 展开更多
关键词 边坡稳定性 上限有限元方法 速度间断线 六方向贯通式间断线 网格拓扑结构 交互网格切割
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