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Computation of Viscous Uniform and Shear Flow over A Circular Cylinder by A Finite Element Method 被引量:1
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作者 赵明 滕斌 《海洋工程:英文版》 EI 2004年第2期267-280,共14页
The incompressible viscous uniform and shear flow past a circular cylinder is studied. The two-dimensional Navier-Stokes equations are solved by a finite element method. The governing equations are discretized by a we... The incompressible viscous uniform and shear flow past a circular cylinder is studied. The two-dimensional Navier-Stokes equations are solved by a finite element method. The governing equations are discretized by a weighted residual method in space. The stable three-step scheme is applied to the momentum equations in the time integration. The numerical model is firstly applied to the computation of the lid-driven cavity flow for its validation. The computed results agree well with the measured data and other numerical results. Then, it is used to simulate the viscous uniform and shear flow over a circular cylinder for Reynolds numbers from 100 to 1000. The transient time interval before the vortex shedding occurs is shortened considerably by introduction of artificial perturbation. The computed Strouhal number, drag and lift coefficients agree well with the experimental data. The computation shows that the finite element model can be successfully applied to the viscous flow problem. 展开更多
关键词 viscous flow circular cylinder vortex shedding finite element method
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Pullout of soil nail with circular discs: A three-dimensional finite element analysis 被引量:1
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作者 Saurabh Rawat Ashok Kumar Gupta Anil Kumar 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2017年第5期967-980,共14页
An internal failure mode for a soil-nailed system consists of failure at nail heads,slope facing,nail strength,along groutesoil interface and pullout failure.A better understanding of pullout of soil nail thus becomes... An internal failure mode for a soil-nailed system consists of failure at nail heads,slope facing,nail strength,along groutesoil interface and pullout failure.A better understanding of pullout of soil nail thus becomes important to assess the stability of a soil-nailed system.In the present study,an investigation into the pullout behaviour of soil nail with circular discs along the shaft has been carried out by a threedimensional finite element analysis using Abaqus/Explicit routine.A total of 67 simulations have been performed to accurately predict the pullout behaviour of soil nail.The soil nail under study has circular discs along its shaft varying in numbers from 1 to 4.The pullout of this soil nail in a pullout test box has been simulated with a constant overburden pressure of 20 kPa acting on the nail.The pullout load edisplacement characteristics,stresses around soil nail and failure mechanism during pullout are studied.Variations of dimensionless factors such as normalised pullout load factor and bearing capacity factor have been obtained with different combinations of parameters in terms of relative disc spacing ratio,anchorage length ratio,embedment ratio,diameter ratio and displacement ratio.From the results of analyses,it is found that nail with more circular discs requires higher pullout load.There are critical relative disc spacing ratio and diameter ratio which significantly affect the pullout behaviour of nail. 展开更多
关键词 Pullout behaviour Finite element analysis Soil nail circular discs Dimensionless factors
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A Finite Element Solution of Wave Forces on Submerged Horizontal Circular Cylinders 被引量:3
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作者 赵明 滕斌 谭丽 《海洋工程:英文版》 2004年第3期335-346,共12页
In this paper, a numerical model is established for estimating the wave forces on a submerged horizontal circular cylinder. For predicting the wave motion, a set of two dimensional Navier Stokes equations is solved ... In this paper, a numerical model is established for estimating the wave forces on a submerged horizontal circular cylinder. For predicting the wave motion, a set of two dimensional Navier Stokes equations is solved numerically with a finite element method. In order to track the moving non linear wave surface boundary, the Navier Stokes equations are discretized in a moving mesh system. After each computational time step, the mesh is modified according to the changed wave surface boundary. In order to stabilize the numerical procedure, a three step finite element method is applied in the time integration. The water sloshing in a tank and wave propagation over a submerged bar are simulated for the first time to validate the present model. The computational results agree well with the analytical solution and the experimental data. Finally, the model is applied to the simulation of interaction between waves and a submerged horizontal circular cylinder. The effects of the KC number and the cylinder depth on the wave forces are studied. 展开更多
关键词 finite element method Navier-Stokes equations wave force circular cylinder
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A FINITE ELEMENT ANALYSIS OF THE LARGE PLASTIC DEFORMATION BEHAVIOR OF AMORPHOUS GLASSY CIRCULAR POLYMERIC BARS
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作者 Hu, P Liu, XY Na, JX 《Acta Mechanica Solida Sinica》 SCIE EI 1997年第2期138-147,共10页
The BPA eight-chain molecular network model is introduced into the finite element formulation of elastic-plastic large deformation. And then, the tensile deformation localization development of the amorphous glassy ci... The BPA eight-chain molecular network model is introduced into the finite element formulation of elastic-plastic large deformation. And then, the tensile deformation localization development of the amorphous glassy circular polymeric bars (such as polycarbonates) is numerically simulated. The simulated results are compared with experimental ones, and very good consistence between numerical simulation and experiment is obtained, which shows the efficiency of the finite element analysis. Finally, the influences of the microstructure parameter S-ss on tensile neck-propagation and triaxial stress effect are studied. 展开更多
关键词 BPA molecular network model finite element formulation amorphous glassy circular polymeric bars deformation localization development
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装配式圆形水池杯口力学性能数值模拟
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作者 宋菲 高等利 +1 位作者 唐贞云 李振宝 《科学技术与工程》 北大核心 2026年第2期775-782,共8页
为了解决装配式圆形水池杯口的力学机理研究相对较少的问题,定量研究了杯口的力学性能,首先建立了经过验证的有限元模型,然后通过数值分析的方法,系统研究了杯口高度、宽度、界面粗糙度等对其承载力和裂缝的影响。研究结果表明:增加杯... 为了解决装配式圆形水池杯口的力学机理研究相对较少的问题,定量研究了杯口的力学性能,首先建立了经过验证的有限元模型,然后通过数值分析的方法,系统研究了杯口高度、宽度、界面粗糙度等对其承载力和裂缝的影响。研究结果表明:增加杯口宽度有助于提高其承载力,但增加幅度有限,故建议杯口宽度取1~1.5倍的壁板宽度。增加界面粗糙度有利于提高承载力,刚刷和凿毛界面对杯口承载力均可提升25%以上。杯口宽度和界面粗糙度均会明显影响裂缝开展,通过增加杯口宽度可提高1倍开裂荷载,界面粗糙度可以提高开裂荷载25%以上。 展开更多
关键词 装配式圆形水池 杯口 力学性能 有限元模型
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立方形真空容器壁厚设计校核与透射界面设计
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作者 苏玉磊 陈建徽 +4 位作者 黄倩 胡志勇 张振 丁怀况 章学华 《真空与低温》 2026年第1期17-24,共8页
针对真空环境下激光与材料相互作用研究的光学平台对观测环境高稳定性的需求,提出一种基于非圆形截面容器设计理论的立方形真空容器设计方案。依据GB/T 150.3—2024进行结构设计,并通过三维有限元仿真验证,系统解析外压载荷下拐角区域... 针对真空环境下激光与材料相互作用研究的光学平台对观测环境高稳定性的需求,提出一种基于非圆形截面容器设计理论的立方形真空容器设计方案。依据GB/T 150.3—2024进行结构设计,并通过三维有限元仿真验证,系统解析外压载荷下拐角区域的三维不连续应力传递机制。采用亚克力-金属复合观察窗设计,结合材料蠕变特性与密封界面变形协调准则进行参数优化。通过多壁厚方案的成本评估,揭示成本非线性增长对制造成本的影响;针对拐角应力集中现象,基于疲劳评估准则提出局部强化策略。该设计成功应用于激光驱动真空实验平台,为特种光学观测设备提供了兼具结构稳定性、经济性与功能匹配性的设计范式。 展开更多
关键词 立方形真空容器 有限元验证 真空技术 非圆形截面
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三臂回转式水稻钵苗移栽机构轻量化设计
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作者 胡淼 薛洪彬 +2 位作者 金敏 杜成成 叶秉良 《农机化研究》 北大核心 2026年第2期98-106,共9页
三臂回转式水稻钵苗非圆齿轮行星轮系移栽机构能够有效提高水稻钵苗移栽效率,但同时移栽机构质量增加会导致机构能耗、用材和成本增加,因此有必要对三臂回转式移栽机构进行轻量化设计。本文分析了三臂回转式移栽机构1个运动循环各工作... 三臂回转式水稻钵苗非圆齿轮行星轮系移栽机构能够有效提高水稻钵苗移栽效率,但同时移栽机构质量增加会导致机构能耗、用材和成本增加,因此有必要对三臂回转式移栽机构进行轻量化设计。本文分析了三臂回转式移栽机构1个运动循环各工作过程的受力情况,基于各构件受力分析建立了机构动力学模型,应用基于MatLab自主开发的移栽机构动力学分析软件计算得到各构件的受力变化曲线,获得实际工况下移栽机构有限元静力学分析施加的载荷;建立了移栽机构各非圆齿轮的有限元模型,对其进行静力学分析和模态分析,进而开展非圆齿轮结构拓扑优化减轻其质量,并对轻量化设计后的非圆齿轮进行强度校核与模态分析。轻量化后的太阳轮、第1中间轮、第2中间轮和行星轮满足强度要求且固有频率较高,质量分别减小了31.0%、18.8%、33.6%和15.5%。搭建移栽机构动力学试验台,开展轻量化设计前后移栽机构样机的动力学试验,测试得到机构转速为60 r/min时的支座反力变化曲线,结果为:轻量化后x、y方向支座反力的最大幅值分别从397.8、171.4 N减小为370.2、162.5 N,降低了6.9%和5.2%;其方差则分别从5783.1、974.9 N^(2)减小为4817.8、835.6 N^(2),降低了16.7%和14.3%。研究表明,移栽机构轻量化设计效果明显,动力学性能有所改善,具有较好的可行性。 展开更多
关键词 水稻钵苗移栽机构 轻量化设计 三臂回转式 非圆齿轮行星轮系 动力学分析 有限元分析
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基于有限元分析的圆纬机输入张力对编织张力的影响研究
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作者 汪浩祥 袁嫣红 《轻工机械》 2026年第1期12-18,43,共8页
为了探究输纱器所引起的输入张力对编织张力的影响,确保编织过程顺利进行,课题组以积极送纱式圆纬机为对象展开研究。根据送纱轮卷入纱线量与编织时成圈纱线消耗量相等的原则,建立了输入张力与编织张力的数学模型;又建立了聚焦张力分析... 为了探究输纱器所引起的输入张力对编织张力的影响,确保编织过程顺利进行,课题组以积极送纱式圆纬机为对象展开研究。根据送纱轮卷入纱线量与编织时成圈纱线消耗量相等的原则,建立了输入张力与编织张力的数学模型;又建立了聚焦张力分析的圆纬机弯纱成圈的有限元模型,并引入弯纱深度和送纱轮转速2个参数进行了研究;设计了编织张力测量试验来验证有限元仿真模型的准确性,结果表明编织张力的仿真计算结果与的实际测量结果的相对误差在10%以内,证明了有限元仿真结果具有可靠性。理论分析与有限元仿真结果均表明:在其余工艺参数保持不变时,输入张力与编织张力呈线性关系,其变化趋势由送纱轮转速、编织区纱线消耗速度及纱线刚度系数共同决定。 展开更多
关键词 圆纬机 有限元分析 输入张力 编织张力 弯纱深度 送纱轮转速
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环形钢箱梁过街天桥设计参数研究
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作者 江先淮 《工程建设与设计》 2026年第1期123-125,共3页
以某环形钢箱梁过街天桥为研究对象,通过有限元软件Midas Civil建立过街天桥的有限元模型,以主梁最大拉应力和最大压应力以及结构基频为指标,对过街天桥的边界条件、圆柱墩直径和高跨比这3个设计参数进行定量分析和研究。研究结果表明,... 以某环形钢箱梁过街天桥为研究对象,通过有限元软件Midas Civil建立过街天桥的有限元模型,以主梁最大拉应力和最大压应力以及结构基频为指标,对过街天桥的边界条件、圆柱墩直径和高跨比这3个设计参数进行定量分析和研究。研究结果表明,桥墩墩梁固结的数量越多,钢箱梁的最大拉应力和最大压应力越小,桥梁的基频越大;桥墩直径越大,钢箱梁的最大拉应力和最大压应力越大,桥梁的基频也越大;高跨比的增大有助于减小钢箱梁的最大拉应力和最大压应力,并增大桥梁的基频;桥梁高跨比宜设为1/25~1/20。 展开更多
关键词 过街天桥 环形钢箱梁 有限元分析 边界条件 圆柱墩直径 高跨比
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圆钢管KK′X型节点性能的试验与数值分析 被引量:1
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作者 颜阳 菅广跃 +3 位作者 童乐为 赵成云 张得旺 吴斌 《同济大学学报(自然科学版)》 北大核心 2026年第1期40-53,共14页
采用试验和数值分析方法,对圆钢管桁架空间KK'X型间隙节点的性能开展了研究。首先,对2个不同几何参数的KK'X节点进行了破坏试验,研究了节点变形特征、破坏模式、荷载—变形曲线、极限承载力和应变强度分布等性能。其次,建立了KK... 采用试验和数值分析方法,对圆钢管桁架空间KK'X型间隙节点的性能开展了研究。首先,对2个不同几何参数的KK'X节点进行了破坏试验,研究了节点变形特征、破坏模式、荷载—变形曲线、极限承载力和应变强度分布等性能。其次,建立了KK'X型节点的有限元模型,其可靠性通过试验得到验证。应用该模型进一步分析了节点塑性区域及其发展过程。研究表明:节点的破坏模式均为主管塑性破坏,受压K支管处主管管壁向内凹进变形最为显著;支管直径增大能显著提高节点的极限承载力;节点相贯线附近应力分布较为复杂,最大的应变强度发生在受压K支管处的主管鞍点,率先进入屈服,之后塑性区域逐渐向外扩展,最终节点域大部分区域进入塑性。 展开更多
关键词 圆钢管桁架 空间KK'X型节点 静力试验 有限元分析 破坏模式 极限承载力
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Influence of intermediate principal stress on failure mechanism of hard rock with a pre-existing circular opening 被引量:6
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作者 张社荣 孙博 +1 位作者 王超 严磊 《Journal of Central South University》 SCIE EI CAS 2014年第4期1571-1582,共12页
Based on particle flow theory, the influences of the magnitude and direction of the intermediate principal stress on failure mechanism of hard rock with a pre-existing circular opening were studied by carrying out tru... Based on particle flow theory, the influences of the magnitude and direction of the intermediate principal stress on failure mechanism of hard rock with a pre-existing circular opening were studied by carrying out true triaxial tests on siltstone specimen. It is shown that peak strength of siltstone specimen increases firstly and subsequently decreases with the increase of the intermediate principal stress. And its turning point is related to the minimum principal stress and the direction of the intermediate principal stress. Failure characteristic(brittleness or ductility) of siltstone is determined by the minimum principal stress and the difference between the intermediate and minimum principal stress. The intermediate principal stress has a significant effect on the types and distributions of microcracks. The failure modes of the specimen are determined by the magnitude and direction of the intermediate principal stress, and related to weakening effect of the opening and inhibition effect of confining pressure in essence: when weakening effect of the opening is greater than inhibition effect of confining pressure, the failure surface is parallel to the x axis(such as σ2=σ3=0 MPa); conversely, the failure surface is parallel to the z axis(such as σ2=20 MPa, σ3=0 MPa). 展开更多
关键词 rock mechanics intermediate principal stress hard rock with pre-existing circular opening failure mechanism discrete element
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BEM FOR SIMULATION OF A 2D ELASTIC BODY WITH RANDOMLY DISTRIBUTED CIRCULAR INCLUSIONS 被引量:7
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作者 Kong Fanzhong Yao Zhenhan Zheng Xiaoping 《Acta Mechanica Solida Sinica》 SCIE EI 2002年第1期81-88,共8页
Based on our 2D BEM software THBEM2 which can be applied to thesimulation of an elastic body with randomly distributed identicalcircular holes, a scheme of BEM for the simulation of elastic bodieswith randomly distrib... Based on our 2D BEM software THBEM2 which can be applied to thesimulation of an elastic body with randomly distributed identicalcircular holes, a scheme of BEM for the simulation of elastic bodieswith randomly distributed circular inclusions is proposed. Thenumerical examples given show that the bound- ary element method ismore accurate and more effective than the finite element method forsuch a problem. The scheme presented van also be successfully used toestimate the effective elastic properties of composite Materials. 展开更多
关键词 boundary element method 2D elasticity circular inclusion randomdistribution
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Evaluation of Stress Intensity Factors for Multiple Cracked Circular Disks Under Crack Surface Tractions with SBFEM 被引量:3
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作者 刘钧玉 林皋 +1 位作者 李晓川 徐凤琳 《China Ocean Engineering》 SCIE EI CSCD 2013年第3期417-426,共10页
Stress intensity factors (SIFs) for the cracked circular disks under different distributing surface tractions are evaluated with the scaled boundary finite element method (SBFEM). In the SBFEM, the analytical adva... Stress intensity factors (SIFs) for the cracked circular disks under different distributing surface tractions are evaluated with the scaled boundary finite element method (SBFEM). In the SBFEM, the analytical advantage of the solution in the radial direction allows SIFs to be directly determined from its definition, therefore no special crack-tip treatment is necessary. Furthermore anisotropic material behavior can be treated easily. Different distributions of surface tractions are considered for the center and double-edge-cracked disks. The benchmark examples are modeled and an excellent agreement between the results in the present study and those in published literature is found. It shows that SBFEM is effective and possesses high accuracy. The SIFs of the cracked orthotropic material circular disks subjected to different surface tractions are also evaluated. The technique of substructure is applied to handle the multiple cracks problem. 展开更多
关键词 stress intensity factors scaled boundary finite element method circular disk orthotropic material surfacetraction
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Numerical simulation of flow past twin near-wall circular cylinders in tandem arrangement at low Reynolds number 被引量:2
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作者 Guo-qiang Tang Chuan-qi Chen +1 位作者 Ming Zhao Lin Lu 《Water Science and Engineering》 EI CAS CSCD 2015年第4期315-325,共11页
Fluid flow past twin circular cylinders in a tandem arrangement placed near a plane wall was investigated by means of numerical simulations. The two-dimensional Navier-Stokes equations were solved with a three-step fi... Fluid flow past twin circular cylinders in a tandem arrangement placed near a plane wall was investigated by means of numerical simulations. The two-dimensional Navier-Stokes equations were solved with a three-step finite element method at a relatively low Reynolds number of Re -- 200 for various dimensionless ratios of 0.25 ≤ G/D ≤2.0 and 1.0 ≤ L/D ≤ 4.0, where D is the cylinder diameter, L is the center-to-center distance between the two cylinders, and G is the gap between the lowest surface of the twin cylinders and the plane wall. The influences of G/D and L/D on the hydrodynamic force coefficients, Strouhal numbers, and vortex shedding modes were examined. Three different vortex shedding modes of the near wake were identified according to the numerical results. It was found that the hydrodynamic force coefficients and vortex shedding modes are quite different with respect to various combinations of G/D and L/D. For very small values of G/D, the vortex shedding is completely suppressed, resulting in the root mean square (RMS) values of drag and lift coefficients of both cylinders and the Strouhal number for the downstream cylinder being almost zero. The mean drag coefficient of the upstream cylinder is larger than that of the downstream cylinder for the same combination of G/D and L/D. It is also observed that change in the vortex shedding modes leads to a significant increase in the RMS values of drag and lift coefficients. 展开更多
关键词 Navier-Stokes equations Finite element method circular cylinder Vortex shedding mode Hydrodynamic force coefficient
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Analysis on Availability of the Carbon Element in Alcohol Production
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作者 郭素荣 蒋大和 +1 位作者 寇刘秀 陆雍森 《过程工程学报》 EI CAS CSCD 北大核心 2006年第3期435-438,共4页
According to the concept of circular economy,the mass integration of alcohol production was investigated though the analysis of the carbon element contained in raw material cassava. Through the mass integration,the di... According to the concept of circular economy,the mass integration of alcohol production was investigated though the analysis of the carbon element contained in raw material cassava. Through the mass integration,the distillage wastewater turned into carbon resource and produced a great deal of by-product biogas while its chemical oxygen demand (COD) was reduced from 50000 mg/L to not more than 300 mg/L,the local secondary effluent standards,and other by-products such as CO2 (liquidized) and fusel oil were recovered. In the way,the consumption of raw material was only 2.2 tons cassava to produce 1 ton alcohol (96%,-) in the case study,much lower than the average level 2.92 t/t in China. The carbon element balance for production of alcohol was made through testing the concentrations of the carbon element of all mass flows. The results showed that the mass integration helped the availability of the carbon element increased from 44.74% to 64.75%. 展开更多
关键词 ALCOHOL production CASSAVA CARBON element circular ECONOMY
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钢管初应力对圆锥形中空夹层钢管混凝土柱压弯性能影响
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作者 贾志路 李浩嘉 +2 位作者 王文达 耿少波 史艳莉 《建筑科学》 北大核心 2026年第1期18-28,共11页
为研究内外钢管初应力对圆锥形中空夹层钢管混凝土柱压弯性能的影响,采用ABAQUS软件建立了偏压数值模型,通过试验数据验证了模型可靠性。基于此,获得圆锥形中空夹层钢管混凝土柱荷载-3/4柱高挠度曲线,各部件荷载分配及应力变化规律等。... 为研究内外钢管初应力对圆锥形中空夹层钢管混凝土柱压弯性能的影响,采用ABAQUS软件建立了偏压数值模型,通过试验数据验证了模型可靠性。基于此,获得圆锥形中空夹层钢管混凝土柱荷载-3/4柱高挠度曲线,各部件荷载分配及应力变化规律等。同时,研究了初应力系数、空心率、长细比和偏心率等参数对构件极限承载力和承载力影响系数kp的影响。结果表明:钢管初应力可显著降低构件极限承载力,其通过改变钢管与混凝土间的接触力影响构件性能。增大钢管初应力系数会降低构件极限承载力和承载力影响系数;空心率变化对荷载-挠度曲线和承载力影响系数影响小;长细比和偏心率的增加均使构件极限承载力下降,但承载力影响系数增大。基于参数回归建立了考虑内外钢管初应力的圆锥形中空夹层钢管混凝土压弯柱承载力计算方法,可以有效预测承载力。 展开更多
关键词 圆锥形中空夹层钢管混凝土柱 钢管初应力 有限元分析 压弯性能 承载力计算公式
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Analysis of Circular Resonator for Resonant Pressure Sensor
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作者 NAY Soe Shwe 《Computer Aided Drafting,Design and Manufacturing》 2010年第1期21-24,共4页
The analytical and finite element analyses of circular resonator for Resonant Pressure Sensor are presented. The new idea of this paper is the Silicon circular diaphragm used as the sensing resonator for micro pressur... The analytical and finite element analyses of circular resonator for Resonant Pressure Sensor are presented. The new idea of this paper is the Silicon circular diaphragm used as the sensing resonator for micro pressure sensor. The thickness, radius and natural frequencies for the Si circular diaphragm are investigated. A system model is being developed to predict dynamic responses of the pressure sensor diaphragm and preliminary results are presented. The pressure range is 0-0.1Mpa. The resonant frequencies output of the homogenous circular diaphragm also realized by ANSYS software. The natural frequency of the resonator is about 63.418 kHz. 展开更多
关键词 MEMS resonant pressure sensor circular diaphragm finite element analysis
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软土基坑抗隆起稳定性的改进圆弧滑动法
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作者 黄茂松 付臣志 时振昊 《岩土工程学报》 北大核心 2025年第8期1561-1571,共11页
大量软土基坑工程实践表明,当挡土构件插入比较小或较大时,采用现行规范圆弧滑动模式验算方法计算的基坑抗隆起稳定安全系数存在明显偏大的问题。基于极限分析有限元对现行规范方法存在的问题进行了深入剖析,揭示了抗隆起稳定安全系数... 大量软土基坑工程实践表明,当挡土构件插入比较小或较大时,采用现行规范圆弧滑动模式验算方法计算的基坑抗隆起稳定安全系数存在明显偏大的问题。基于极限分析有限元对现行规范方法存在的问题进行了深入剖析,揭示了抗隆起稳定安全系数、圆弧滑动半径、挡土构件提供的抗滑力矩随挡土构件插入比增加的变化机理,提出了挡土构件插入比上、下限值的计算公式及改进的圆弧滑动模式验算方法。通过工程实例对比分析检验了改进方法的合理性。改进方法解决了现行规范方法存在的问题,可为深基坑支护结构设计及现行规范方法的修订提供有益的参考。 展开更多
关键词 基坑 抗隆起稳定性 圆弧滑动法 极限分析有限元 安全系数
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Simulation of Natural Convection Flow with Magneto-Hydrodynamics in a Wavy Top Enclosure with a Semi-Circular Heater
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作者 Mohammad Mahfuzul Islam Md. Abdul Alim +1 位作者 Md. Mahmud Alam Md. Jahirul Haque Munshi 《Open Journal of Applied Sciences》 CAS 2023年第4期591-603,共13页
Natural convection flow in enclosure has different applications such as room ventilation, heat exchangers, the cooling system of a building etc. The Finite-Element method based on the Galerkin weighted residual approa... Natural convection flow in enclosure has different applications such as room ventilation, heat exchangers, the cooling system of a building etc. The Finite-Element method based on the Galerkin weighted residual approach is used to solve two-dimensional governing mass, momentum and energy-equations for natural convection flow in the presence of a magnetic field on a roof top with semi-circular heater. In the enclosure the horizontal lower wall was heated, the vertical two walls were adiabatic, inside the semi-circular heater, the wavy top wall cooled. The parameters Rayleigh number, Hartmann number and Prandtl number are considered. The effects of the Hartmann number and Rayleigh number on the streamlines, isotherms, velocity profiles and average Nusselt number are examined graphically. The local Nusselt number and the average Nusselt number of the heated portion of the enclosure with the semi-circular heater are presented in this paper. Finally, for the validation of the existing work, the current results are compared with published results and the auspicious agreement is achieved. 展开更多
关键词 Natural Convection Magneto-Hydrodynamics (MHD) Finite element Method (FEM) Wavy Enclosure Semi-circular Heater
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FLANGE EARING AND ITS CONTROL ON DEEP-DRAWING OF ANISOTROPY CIRCULAR SHEETS
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作者 Liu Yuqi Hu Ping Liu Junhua (Institute of Automobile Panel Forming Technique,Jilin University of Technology,Changchun 130025,China) 《Acta Mechanica Solida Sinica》 SCIE EI 1999年第4期294-306,共13页
The Hill's quadric anisotropy yield function and the Barlat-Lian anisotropy yield func- tion describing well anisotropy sheet metal with stronger texture are introduced into a quadric-flow cor- ner constitutive th... The Hill's quadric anisotropy yield function and the Barlat-Lian anisotropy yield func- tion describing well anisotropy sheet metal with stronger texture are introduced into a quadric-flow cor- ner constitutive theory of elastic-plastic finite deformation suitable for deformation localization analy- sis.And then,the elastic-plastic large deformation finite element formulation based on the virtual power principle and the discrete Kirchhoff shell element model including the yield functions and the constitutive theory are established.The focus of the present research is on the numerical simulation of the flange earing of the deep-drawing of anisotropy circular sheets,based on the investigated results, the.schemes for controlling the flange earing are proposed. 展开更多
关键词 elastic-plastic large deformation discrete Kirchhoff shell element anisotropy yield function deep-drawing circular sheet flange earing
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