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Mixed finite element and differential quadrature method for free and forced vibration and buckling analysis of rectangular plates 被引量:6
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作者 S. A. EFTEKHARI A. A. JAFARI 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2012年第1期81-98,共18页
This paper presents a combined application of the finite element method (FEM) and the differential quadrature method (DQM) to vibration and buckling problems of rectangular plates. The proposed scheme combines the... This paper presents a combined application of the finite element method (FEM) and the differential quadrature method (DQM) to vibration and buckling problems of rectangular plates. The proposed scheme combines the geometry flexibility of the FEM and the high accuracy and efficiency of the DQM. The accuracy of the present method is demonstrated by comparing the obtained results with those available in the literature. It is shown that highly accurate results can be obtained by using a small number of finite elements and DQM sample points. The proposed method is suitable for the problems considered due to its simplicity and potential for further development. 展开更多
关键词 finite element method (FEM) differential quadrature method (DQM) rectangular plate free and forced vibration buckling analysis
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Element-free Galerkin method for free vibration of rectangular plates with interior elastic point supports and elastically restrained edges 被引量:1
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作者 王砚 王忠民 阮苗 《Journal of Shanghai University(English Edition)》 CAS 2010年第3期187-195,共9页
The element-free Galerkin method is proposed to solve free vibration of rectangular plates with finite interior elastic point supports and elastically restrained edges.Based on the extended Hamilton's principle for t... The element-free Galerkin method is proposed to solve free vibration of rectangular plates with finite interior elastic point supports and elastically restrained edges.Based on the extended Hamilton's principle for the elastic dynamics system,the dimensionless equations of motion of rectangular plates with finite interior elastic point supports and the edge elastically restrained are established using the element-free Galerkin method.Through numerical calculation,curves of the natural frequency of thin plates with three edges simply supported and one edge elastically restrained,and three edges clamped and the other edge elastically restrained versus the spring constant,locations of elastic point support and the elastic stiffness of edge elastically restrained are obtained.Effects of elastic point supports and edge elastically restrained on the free vibration characteristics of the thin plates are analyzed. 展开更多
关键词 element free method rectangular thin plates interior elastic point supports elastically restrained edges free vibration
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THEORETIC SOLUTION OF RECTANGULAR THIN PLATE ON FOUNDATION WITH FOUR EDGES FREE BY SYMPLECTIC GEOMETRY METHOD 被引量:1
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作者 钟阳 张永山 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2006年第6期833-839,共7页
The theoretic solution for rectangular thin plate on foundation with four edges free is derived by symplectic geometry method. In the analysis proceeding, the elastic foundation is presented by the Winkler model. Firs... The theoretic solution for rectangular thin plate on foundation with four edges free is derived by symplectic geometry method. In the analysis proceeding, the elastic foundation is presented by the Winkler model. Firstly, the basic equations for elastic thin plate are transferred into Hamilton canonical equations. The symplectic geometry method is used to separate the whole variables and eigenvalues are obtained simultaneously. Finally, according to the method of eigen function expansion, the explicit solution for rectangular thin plate on foundation with the boundary conditions of four edges frees are developed. Since the basic elasticity equations of thin plate are only used and it is not need to select the deformation function arbitrarily. Therefore, the solution is theoretical and reasonable. In order to show the correction of formulations derived, a numerical example is given to demonstrate the accuracy and convergence of the current solution. 展开更多
关键词 elastic foundation rectangular thin plate symplectic geometry method theoretic solution
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Transmission loss simulation based on rectangular-pulse method and experimental evaluation of acoustic performance of perforated intake pipe
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作者 LI Heng HAO Zhi-yong +1 位作者 ZHENG Xu LIU Lian-yun 《Journal of Central South University》 SCIE EI CAS CSCD 2017年第11期2605-2612,共8页
Exact simulation of the acoustic performance is essential to the engineering application for a vehicle intake system. The rectangular-pulse method based on the computational fluid dynamics approach was employed for ca... Exact simulation of the acoustic performance is essential to the engineering application for a vehicle intake system. The rectangular-pulse method based on the computational fluid dynamics approach was employed for calculating the transmission loss. Firstly, the transmission loss of the single-cavity element was simulated without any airflow, and the effects of different structural parameters on the acoustic performance were investigated comprehensively. Secondly, the static transmission loss of the perforated intake pipe was obtained by the rectangular-pulse method, which is proved to be accurate enough compared with the result by finite element method. Thirdly, under the different conditions of the mean airflow and the operating temperature, the specific transmission loss was acquired respectively. In general, the peaks of the transmission loss are shifted to the lower frequency range because of the reverse airflow, but the amplitudes are irregularly changed. Besides, when the operating temperature increases, the peaks are shifted to the higher frequencies. Finally, with the designed perforated pipe installed to the intake system, the road tests were proceeded to evaluate the actual acoustic performance, and the result indicates that the intake sound pressure level is greatly attenuated. Typically in the range of 600–1500 Hz, the insertion loss of the intake noise at the decelerating moment is almost 20 d B(A), and the overall noise is reduced more than 14.2 d B(A). In conclusion, the perforated intake pipe has been proved excellent in improving the acoustic performance of intake system and could provide the guidance for the automotive engineering application. 展开更多
关键词 perforated INTAKE PIPE rectangular-pulse method transmission LOSS mean flow temperature ROAD test
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VARIATIONAL METHOD TO ANALYZE THE EQUIVALENT NETWORK OF A RECTANGULAR DIELECTRIC POST IN A RECTANGULAR WAVEGUIDE
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作者 Xie Yongjun Liang Changhong Lei Zhenya(Xidian University, Xi’an 710071) 《Journal of Electronics(China)》 1997年第4期374-379,共6页
The equivalent filter modeling of a rectangular dielectric post in a rectangular waveguide is obtained through the variational expression of input impedance. The reflection coefficient expressed in components of netwo... The equivalent filter modeling of a rectangular dielectric post in a rectangular waveguide is obtained through the variational expression of input impedance. The reflection coefficient expressed in components of network is in good agreement with the results given by K. Siakavara, et al. (1991), The method can be applied to design filter. 展开更多
关键词 EQUIVALENT network of a rectangular DIELECTRIC POST loaded rectangular WAVEGUIDE VARIATIONAL method General filter section
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Direct Numerical Simulation of a Jet Issuing from Rectangular Nozzle by the Vortex in Cell Method
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作者 Tomomi Uchiyama Masahiro Kobayashi +1 位作者 Shouichiro Iio Toshihiko Ikeda 《Open Journal of Fluid Dynamics》 2013年第4期321-330,共10页
Direct numerical simulation of a jet issuing from a nozzle having a rectangular cross-section is conducted. The vortex in cell (VIC) method, of which computational accuracy was heightened by the authors in a prior stu... Direct numerical simulation of a jet issuing from a nozzle having a rectangular cross-section is conducted. The vortex in cell (VIC) method, of which computational accuracy was heightened by the authors in a prior study, is used for the DNS. The aspect ratio of the nozzle cross-section is 15, and the Reynolds number based on the shorter side length of the nozzle exit is 6700. The turbulence statics, such as the mean velocity and the turbulence intensity, are favorably compared with the experimentally measured results. The behavior of the large-scale eddies as well as the development of the turbulent flow is also confirmed to agree with the measurement. These indicate that the authors’ VIC method is successfully employed for the DNS of rectangular jet. 展开更多
关键词 rectangular JET VORTEX in CELL method DNS Vortical Structure
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Isoparametric Boundary Element Method Applied to the Rectangular and Delta Hydrofoils near the Free Surface
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作者 Hassan GHASSEMI Ahmad Reza KOHANSAL 《China Ocean Engineering》 SCIE EI 2010年第2期321-331,共11页
In this paper, the hydrodynamic characteristics and flow field around rectangular and delta hydrofoils, moving with a constant speed beneath the free surface are numerically studied by means of isoparametric boundary ... In this paper, the hydrodynamic characteristics and flow field around rectangular and delta hydrofoils, moving with a constant speed beneath the free surface are numerically studied by means of isoparametric boundary element method (IBEM). The quantities (source and dipole strengths) and the geometry of the dements are represented by a linear distribution. Two types of three-dimensional hydrofoils (rectangular and delta) are selected with NACA4412 and symmetric Joukowski sections. Some numerical results of pressure distribution, lift, wave-making drag coefficients and velocity field around the hydrofoils are presented. Also, the wave pattern due to moving hydrofoil is predicted at different operational conditions. Comparisons are made between computational results obtained through this method and those from the experimental measurements and other numerical results which reveal good agreement. 展开更多
关键词 isoparametric boundary element method delta and rectangular hydrofoils hydrodynamic characteristics free surface
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RECIPROCAL THEOREM METHOD FOR THE FORCED VIBRATIONOF ELASTIC THICK RECTANGULAR PLATES
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作者 李慧剑 付宝连 谭文峰 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 1998年第2期191-205,共15页
In this paper, reciprocal theorem method (RTM) is generalized to solve the problems for the forced vibration of thick rectangular plates based on the Reissner's theory. The paper derives the dynamic basic solution... In this paper, reciprocal theorem method (RTM) is generalized to solve the problems for the forced vibration of thick rectangular plates based on the Reissner's theory. The paper derives the dynamic basic solution of thick rectangular; and the exact analytical solution of the steady-state responses of thick rectangular plates with three clamped edges and one free edge under harmonic uniformly distributed disturbing forces is found by RTM. It is regarded as a simple, convenient and general method for calculating the steady-stare responses of forced vibration of thick rectangular plates. 展开更多
关键词 reciprocal theorem method dynamic basic solution thick rectangular plate forced vibration
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秦汉简牍算书“径田术”新探
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作者 周序林 马永萍 龙丹 《西南民族大学学报(自然科学版)》 CAS 2024年第2期187-193,共7页
“径田术”是秦汉简牍算书中的一种简便算法,用于计算广、纵均大于或者广、纵之一大于240步的矩形田面积.此术目前见于四种秦汉简牍算书文献,学界对“径田术”有过讨论,所得出的结论中有合理成分,但由于部分术文晦涩难懂等客观原因,这... “径田术”是秦汉简牍算书中的一种简便算法,用于计算广、纵均大于或者广、纵之一大于240步的矩形田面积.此术目前见于四种秦汉简牍算书文献,学界对“径田术”有过讨论,所得出的结论中有合理成分,但由于部分术文晦涩难懂等客观原因,这些结论还有可商榷之处.分析学界对“径田术”几种代表性观点,指出其中的合理成分和可商榷之处,在分析术文文意的基础上提出理解“径田术”的新思路. 展开更多
关键词 秦汉简牍算书 径田术 简便算法
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导电矩形薄板的磁弹性超谐-内联合共振
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作者 李晶 胡宇达 高崇一 《应用力学学报》 CAS CSCD 北大核心 2024年第3期673-681,共9页
研究横向磁场中矩形薄板在外激励作用下的超谐波共振和1∶3内共振的联合共振问题。针对一边固定三边简支的矩形薄板,利用Galerkin积分法得到两自由度非线性振动微分方程组。采用多尺度法求解,得到前两阶模态的幅频响应方程组。通过算例... 研究横向磁场中矩形薄板在外激励作用下的超谐波共振和1∶3内共振的联合共振问题。针对一边固定三边简支的矩形薄板,利用Galerkin积分法得到两自由度非线性振动微分方程组。采用多尺度法求解,得到前两阶模态的幅频响应方程组。通过算例,得到系统发生超谐-内联合共振时前两阶响应幅值与各参数关系的曲线图,讨论了外激励幅值、磁场强度等参数对系统振动的影响。结果表明,考虑内共振时高阶模态被间接激发,系统存在着能量的交换,调节磁场强度可控制系统的共振。 展开更多
关键词 磁弹性 矩形薄板 超谐波共振 内共振 多尺度法
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典型浅埋矩形框架地铁车站地下结构地震易损性分析 被引量:1
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作者 蒋家卫 黄文婷 +2 位作者 赵凯 陈国兴 杜修力 《工程力学》 EI CSCD 北大核心 2024年第9期9-17,共9页
该文旨在研究典型浅埋矩形框架形式地铁车站结构的震后失效概率模型。以9座已建典型矩形框架地铁车站工程实例为研究对象,通过Abaqus/standard有限元软件平台建立了土-结构相互作用三维数值模型。基于地下结构Pushover分析获得的抗震性... 该文旨在研究典型浅埋矩形框架形式地铁车站结构的震后失效概率模型。以9座已建典型矩形框架地铁车站工程实例为研究对象,通过Abaqus/standard有限元软件平台建立了土-结构相互作用三维数值模型。基于地下结构Pushover分析获得的抗震性能曲线,定义了各个车站结构的层间位移角限值。采用IDA方法计算得到了地铁车站结构的概率地震需求模型,并绘制了不同地铁车站结构的地震易损性曲线。通过对比研究发现,地铁车站结构之间的震后失效概率相差巨大,场地平均剪切波速对地下结构地震易损性分析结果起主导作用,尤其是与结构等高分布土层的自由场响应结果,但地下框架结构本身的变形能力也是影响结构震后失效概率的重要因素之一。上述研究成果能够有效加强对现行浅埋地下框架结构抗震性能的认识,可为基于性能的浅埋地铁车站地下框架结构抗震设计提供科学参考。 展开更多
关键词 地下结构抗震 浅埋地铁车站 矩形框架断面 地震易损性 IDA方法
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RPC应力-应变曲线系数与塑性损伤因子无量纲化计算模型研究 被引量:1
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作者 卜良桃 刘港平 《工程力学》 EI CSCD 北大核心 2024年第5期120-133,共14页
为了方便活性粉末混凝土(Reactive Powder Concrete,RPC)等效矩形应力图系数与塑性损伤因子的计算与取值,对RPC应力-应变曲线系数与塑性损伤因子的计算模型进行了理论研究。通过对现有的计算方法进行无量纲化转化,推导了决定计算模型的... 为了方便活性粉末混凝土(Reactive Powder Concrete,RPC)等效矩形应力图系数与塑性损伤因子的计算与取值,对RPC应力-应变曲线系数与塑性损伤因子的计算模型进行了理论研究。通过对现有的计算方法进行无量纲化转化,推导了决定计算模型的四个原函数条件;对一个实际的应力-应变关系进行了计算,将得到的结果进行了分析;并对受弯矩形梁非极限状态下截面内力和力矩的推定计算进行了演示。针对应力-应变关系式含有非整次有理分式的情况提出了曲线拟合方法;研究了拟合次数、拟合区间和拟合函数类型对拟合精度与稳定性的影响。比较了4种典型的RPC本构模型在同种材料下的应力-应变曲线系数与损伤因子取值模型曲线,结果显示:拟合曲线得到的取值模型与其他原始曲线得到的取值模型在曲线上具有较高的相似度,证明了曲线拟合方法的准确可靠性;最后给出了一种RPC受压应力-应变曲线系数与塑性损伤因子无量纲化取值模型。 展开更多
关键词 活性粉末混凝土 应力-应变曲线系数 等效矩形应力图系数 塑性损伤因子 曲线拟合方法
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新建市政隧道下穿多线运营铁路施工地表沉降研究——以郑州火车站操场街隧道工程为例 被引量:2
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作者 郭明 谢璨 +1 位作者 宋曙光 韩少辉 《铁道勘察》 2024年第2期117-125,共9页
新建隧道近距离下穿运营铁路施工安全风险高,易导致上方运营铁路路基、轨道变形,影响列车行车安全。为降低施工风险,减少对运营铁路的影响,以郑州火车站操场街隧道工程为研究背景,基于有限元数值模拟,分析矩形顶管法和管幕暗挖法施工引... 新建隧道近距离下穿运营铁路施工安全风险高,易导致上方运营铁路路基、轨道变形,影响列车行车安全。为降低施工风险,减少对运营铁路的影响,以郑州火车站操场街隧道工程为研究背景,基于有限元数值模拟,分析矩形顶管法和管幕暗挖法施工引起的运营铁路路基沉降变化。并对矩形顶管法和管幕暗挖法进行施工工艺、施工进度、沉降控制等多方面的综合比选,给出新建隧道下穿既有运营铁路安全施工方案。研究表明,运营铁路与新建隧道正交时,隧道正上方铁轨沉降最大,隧道中心点两侧铁轨沉降呈对称分布;矩形顶管法施工铁轨累计沉降值最大为5.6 mm,管幕暗挖法施工铁轨累计沉降值最大为4.04 mm,管幕暗挖法对运营铁路铁轨沉降的影响小于矩形顶管法。 展开更多
关键词 市政隧道 运营铁路 矩形顶管法 管幕暗挖法 沉降
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试论矩形顶管工法在地下通道工程中的应用 被引量:1
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作者 刘祥 《价值工程》 2024年第16期114-117,共4页
矩形顶管工法能够减少管线迁改及交通疏解工作量,对周边的环境影响较小,占用场地面积小,能够降低地下通道工程的建设成本,论文结合大珠山中路西海岸汽车总站地道,进一步探索了矩形顶管工法在地下通道工程中的应用,仅供相关人士参考借鉴。
关键词 地下通道 矩形顶管工法 应用
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自易法测量矩形换能器超声功率研究
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作者 宋仁杰 王亮 +2 位作者 宋丹 罗曼 周小伟 《科技创新与应用》 2024年第11期57-63,共7页
为能够精准且快捷地测量矩形换能器的声功率,探索一种基于自易校准技术测量矩形换能器超声功率的方法。首先利用自易校准方法中的电声互易原理,分析开路电压、第一回波电流与声功率之间的关系,推导出矩形换能器声功率自易测量计算的表达... 为能够精准且快捷地测量矩形换能器的声功率,探索一种基于自易校准技术测量矩形换能器超声功率的方法。首先利用自易校准方法中的电声互易原理,分析开路电压、第一回波电流与声功率之间的关系,推导出矩形换能器声功率自易测量计算的表达式,论述其中衍射系数的计算方法。然后使用自易法和辐射力天平法在不同激励电压下测量2个不同长宽比的矩形换能器,将2种方法所测超声功率分别与电功率、激励电压有效值的平方进行线性拟合,结果取得较好的一致性,并讨论该方法的适用范围。实验证明自易法用于矩形换能器超声功率测量具有可行性。 展开更多
关键词 矩形换能器 自易法 衍射系数 辐射力天平 超声功率测量
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一类矩形中厚板模型屈曲与振动问题的辛解析解
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作者 吴美慧 侯国林 《内蒙古大学学报(自然科学版)》 CAS 2024年第5期483-495,共13页
从实际力学问题出发抽象出一类矩形中厚板模型,并用辛体系方法进行求解。首先,通过适当的变换将该模型转化为Hamilton系统,得到了Hamilton算子的本征值和本征函数系,并证明了本征函数系的完备性,进而给出对边简支情形的一般解,最后对6... 从实际力学问题出发抽象出一类矩形中厚板模型,并用辛体系方法进行求解。首先,通过适当的变换将该模型转化为Hamilton系统,得到了Hamilton算子的本征值和本征函数系,并证明了本征函数系的完备性,进而给出对边简支情形的一般解,最后对6种不同边界条件下的Mindlin板和Pasternak型双参数弹性地基的矩形中厚板的振动及屈曲问题进行了数值模拟。数据对比显示了本文模型的正确性和辛方法的有效性。 展开更多
关键词 矩形中厚板 辛方法 HAMILTON算子 自由振动 屈曲载荷
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一角点支撑对边两边固支正交各向异性矩形薄板振动的辛叠加方法
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作者 叶雨农 额布日力吐 《应用数学和力学》 CSCD 北大核心 2024年第7期898-906,共9页
运用辛叠加方法研究了一角点支撑对边两边固支的正交各向异性矩形薄板的振动问题.首先由边界条件出发,将原振动问题分解为两个对边简支的子振动问题,再根据Hamilton体系的分离变量法分别得到两个子振动问题的级数展开解,然后利用叠加方... 运用辛叠加方法研究了一角点支撑对边两边固支的正交各向异性矩形薄板的振动问题.首先由边界条件出发,将原振动问题分解为两个对边简支的子振动问题,再根据Hamilton体系的分离变量法分别得到两个子振动问题的级数展开解,然后利用叠加方法得到原振动问题的辛叠加解.为了在具体计算中确定所得辛叠加的级数展开项,对该解计算正交各向异性矩形薄板的情形进行了收敛性分析.应用所得辛叠加解分别计算了一角点支撑对边两边固支的各向同性和正交各向异性矩形薄板的振动频率,进而给出了正交各向异性方形薄板的前8阶振动频率所对应的模态. 展开更多
关键词 正交各向异性矩形薄板 HAMILTON体系 辛叠加方法 振动
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附加质量对自由边板振动影响研究
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作者 李晨阳 刘默羽 刘浩铭 《重庆理工大学学报(自然科学)》 CAS 北大核心 2024年第9期100-105,共6页
放置在矩形板上的设备会改变矩形板振动特性,这类问题可抽象为有集中质量的矩形板模型。利用差分法求解有集中质量对边自由对边简支矩形板自由振动特性,并研究在简谐力作用下有集中质量板振动功率流传播特性。根据功率流的矢量图和流线... 放置在矩形板上的设备会改变矩形板振动特性,这类问题可抽象为有集中质量的矩形板模型。利用差分法求解有集中质量对边自由对边简支矩形板自由振动特性,并研究在简谐力作用下有集中质量板振动功率流传播特性。根据功率流的矢量图和流线图,分析不同质量分布对板内功率流传播特性的影响。通过频率波数谱分析,研究集中质量对振动波数的影响。结果表明:集中质量会改变振动功率流集中位置并形成涡漩,集中质量间隔减小可以起到降低矩形板振动响应幅值的效果。 展开更多
关键词 集中质量 矩形板 差分法 振动功率流 频率波数谱
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大断面矩形盾构隧道横断面地震响应分析
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作者 王治坤 孙巍 +1 位作者 官林星 禹海涛 《城市道桥与防洪》 2024年第10期271-275,M0025,共6页
研究大断面矩形盾构隧道的地震响应特性,以上海虹桥临空地下连接通道工程为例,建立大断面矩形盾构隧道横断面抗震计算的动力时程有限元分析模型。数值模型考虑了上海软土的动力特性和衬砌管片接头,合理模拟了场地土-矩形隧道结构的动力... 研究大断面矩形盾构隧道的地震响应特性,以上海虹桥临空地下连接通道工程为例,建立大断面矩形盾构隧道横断面抗震计算的动力时程有限元分析模型。数值模型考虑了上海软土的动力特性和衬砌管片接头,合理模拟了场地土-矩形隧道结构的动力相互作用。通过建立均质刚度管片模型,对比分析了管片接头对矩形隧道动力响应的影响,并进一步探讨了管片接头旋转刚度变化对层间位移和结构内力的影响规律。结果表明:地震作用下均质刚度模型与管片接头模型的动力响应差异较大,与管片接头模型相比,均质刚度模型无法表现出接头位置处管片错位和内力突变,且峰值弯矩和轴力值也明显放大,其中弯矩峰值放大高达2.29倍,建议矩形抗震设计时采用管片接头模型;管片接头转动刚度对矩形隧道动力响应影响显著,随着接头刚度降低,结构层间位移逐渐增加,但管片峰值弯矩和剪力显著减小。研究可为大断面矩形盾构隧道的抗震设计提供科学依据。 展开更多
关键词 大断面矩形隧道 时程分析法 管片接头 地震响应分析 结构内力
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Winkler地基上四边自由正交各向异性矩形中厚板弯曲的有限积分变换解
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作者 宁进 额布日力吐 《应用数学》 北大核心 2024年第1期192-199,共8页
本文应用有限积分变换法研究Winkler地基上四边自由正交各向异性矩形中厚板的弯曲问题.具体由正交各向异性矩形中厚板弯曲的基本方程组和边界条件出发,结合有限积分变换法及其对应的逆变换法推导出正交各向异性矩形中厚板弯曲问题的解析... 本文应用有限积分变换法研究Winkler地基上四边自由正交各向异性矩形中厚板的弯曲问题.具体由正交各向异性矩形中厚板弯曲的基本方程组和边界条件出发,结合有限积分变换法及其对应的逆变换法推导出正交各向异性矩形中厚板弯曲问题的解析解.该解析解统一适用于计算各向同性/正交各向异性矩形薄板、中厚板和厚板的弯曲问题,并且通过具体算例验证了所得解析解的正确性. 展开更多
关键词 正交各向异性中厚板 弯曲 解析解 有限积分变换法
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