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3-D Numerical Simulation on the Chip Machining Process of a Metal Block 被引量:2
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作者 Yan Yixia Yin Yihui Li Weifen 《上海交通大学学报》 EI CAS CSCD 北大核心 2004年第z2期108-113,共6页
In this paper, the cutting process of a metal block is numerically simulated by the dynamic explicit FE code ABAQUS. Taking thermo-mechanical coupling effect into consideration, the simulation presents the variation o... In this paper, the cutting process of a metal block is numerically simulated by the dynamic explicit FE code ABAQUS. Taking thermo-mechanical coupling effect into consideration, the simulation presents the variation of temperature, stress and strain distribution in the workpiece and chip. The effective plastic strain failure criterion is applied to modeling the chip separation and plastic formation. And the phenomenon of the contact and friction between the workpiece and the cutting tool are described in the paper. 展开更多
关键词 CUTTING 3-d fem THERMO-MECHANICAL coupling
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ANALYSIS OF SLAB EDGING BY A 3-D RIGID VISCO-PLASTIC FINITE ELEMENT METHOD 被引量:1
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作者 Zhang Xiaoming Jiang Zhengyi Liu Xianghua Wang Guodong State Key Laboratory of Rolling Technology and Automation,Northeastern University, Shenyang 110006,China 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 2002年第1期48-52,共5页
3-D rigid visco-plastic finite element method (FEM) is used in the analysisof metal forming processes, including strip and plate rolling, shape rolling, slab edging, specialstrip rolling. The shifted incomplete Choles... 3-D rigid visco-plastic finite element method (FEM) is used in the analysisof metal forming processes, including strip and plate rolling, shape rolling, slab edging, specialstrip rolling. The shifted incomplete Cholesky decomposition of the stiffness matrix with thesolution of the equations for velocity increment by the conjugate gradient method is combined. Thistechnique, termed the shifted ICCG method, is then employed to solve the slab edging problem. Theperformance of this algorithm in terms of the number of iterations, friction variation, shiftedparameter psi and the results of simulation for processing parameters are analysed. Numerical testsand application of this technique verify the efficiency and stability of the shifted ICCG method inthe analysis of slab edging. 展开更多
关键词 3-d rigid visco-plastic fem Shifted ICCG method Slab edging Frictionvariation
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Characteristics of an Axial-flux Permanent Magnet Synchronous Machine with Contra-rotating Rotors under Unbalanced Load Condition from 3-D Finite Element Analysis 被引量:1
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作者 Yichang Zhong Shoudao Huang +1 位作者 Derong Luo Xuan Wu 《CES Transactions on Electrical Machines and Systems》 2018年第2期220-225,共6页
During recent years,the axial-flus PMSM with contra-rotating rotors has become a hot topic in academic research due to its high efficiency and simple structure.However,its back-EMF may be distorted under the condition... During recent years,the axial-flus PMSM with contra-rotating rotors has become a hot topic in academic research due to its high efficiency and simple structure.However,its back-EMF may be distorted under the condition of different angular positions.This paper investigates characteristics of the novel motor used for contra-propeller driving.Considering the torque ripple and current oscillation under unbalanced load condition,this paper analyzes the distorted back-EMF of the machine when its two rotors get different angular positions during rotating.The analysis results are validated by transient-magnetic 3-D FEA method,which the 3-D FEA software is used to model this motor and transient simulations are carried out to obtain its magnetic characteristic and main performances.A main focus is put on the back-EMF characteristic with different angular positions between the two rotors.Furthermore,the characteristic of torque production under unbalanced load is investigated.Finally,a prototype motor is fabricated to validate the analyses of this paper. 展开更多
关键词 3-d finite element analysis(fem) back electromagnetic force(back-EMF) contra-rotating rotors permanent magnet machines.
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基于现场调查及三维非线性FEM分析的钢框架结构安全性评价研究
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作者 杜世开 新井泰 《建筑施工》 2016年第5期661-665,共5页
作为日本最古老的地铁线路,东京地铁银座线采用钢框架结构形式至今已安全运营了将近90年。通过对该隧道结构体建立的三维FEM模型,非线性分析了静载作用下结构体的应力、应变分布特性。再以对比分析模型分析与现场实际调查两方面得出的... 作为日本最古老的地铁线路,东京地铁银座线采用钢框架结构形式至今已安全运营了将近90年。通过对该隧道结构体建立的三维FEM模型,非线性分析了静载作用下结构体的应力、应变分布特性。再以对比分析模型分析与现场实际调查两方面得出的裂缝位置及裂缝应变大小,验证了分析方法的合理性与适用性;然后采用该分析方法对隧道结构体的安全性进行评价分析,分析结果显示结构目前依然具备足够的安全性能。 展开更多
关键词 东京地铁银座线 钢框架结构 现场调查 非线性分析 3-d fem 安全评价
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Analysis of 3-D Frictional Contact Mechanics Problems by a Boundary Element Method
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作者 KEUM Bangyong 刘轶军 《Tsinghua Science and Technology》 SCIE EI CAS 2005年第1期16-29,共14页
The development of two boundary element algorithms for solving 3-D, frictional, and linear elastostatic contact problems is reported in this paper. The algorithms employ nonconforming discreti- zations for solving 3... The development of two boundary element algorithms for solving 3-D, frictional, and linear elastostatic contact problems is reported in this paper. The algorithms employ nonconforming discreti- zations for solving 3-D boundary element models, which provide much needed flexibility in the bound- ary element modeling for 3-D contact problems. These algorithms are implemented in a new 3-D boundary element code and verified using several examples. For the numerical examples studied, the results using the new boundary element algorithms match very well with the results using a commercial finite element code, and clearly demonstrate the feasibility of the new boundary element approach for 3-D contact analysis. 展开更多
关键词 boundary element method 3-d contact problems nonconforming discretizations
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高大扶壁式挡土墙墙后土压力特性有限元分析 被引量:14
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作者 王多垠 吴友仁 周世良 《中国港湾建设》 北大核心 2006年第2期14-17,共4页
对扶壁式挡土墙进行三维有限元分析,得到了立板后的土压力分布,结果表明:竖向土压力分布先随覆土深度的增加而增大,但到一定深度后,随覆盖土层厚度的增加土压力增大率减小,当覆盖土层厚度增大到一定数值后,土压力几乎不再增大;水平方向... 对扶壁式挡土墙进行三维有限元分析,得到了立板后的土压力分布,结果表明:竖向土压力分布先随覆土深度的增加而增大,但到一定深度后,随覆盖土层厚度的增加土压力增大率减小,当覆盖土层厚度增大到一定数值后,土压力几乎不再增大;水平方向的土压力分布受肋板的直接影响,在立板的上部,受肋板的影响较小,土压力分布较为均匀,在立板的下部,受到肋板的影响较大,表现出中部大,两侧小,呈类似“抛物线”型分布,深度越大,这种现象越明显,“抛物线”越集中。 展开更多
关键词 扶壁式挡土墙 三维有限元 土压力 接触分析 土拱现象
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实际工况下的包络环面蜗杆设计参数优化 被引量:1
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作者 徐戊矫 秦大同 石万凯 《重庆大学学报(自然科学版)》 EI CAS CSCD 北大核心 2004年第4期24-26,48,共4页
平面二次包络环面蜗杆因具有承载能力大,润滑性能好,传动效率高等优点而得到广泛应用,但这种蜗杆传动对误差和受载变形的影响敏感。在实际工况条件下,作者基于传动副的实体模型,采用3-D接触有限元方法综合分析了平面二次包络环面蜗杆的... 平面二次包络环面蜗杆因具有承载能力大,润滑性能好,传动效率高等优点而得到广泛应用,但这种蜗杆传动对误差和受载变形的影响敏感。在实际工况条件下,作者基于传动副的实体模型,采用3-D接触有限元方法综合分析了平面二次包络环面蜗杆的母平面倾斜角β、蜗杆分度圆直径系数k1、主基圆直径系数kb和i传动比对传动副啮合性能和承载能力的影响,认为选取较大的母平面倾斜角β和较大的蜗杆分度圆直径系数k1对传动副的传动质量有利。这为在工程实际中结合具体工况优选设计参数提供了参考依据。 展开更多
关键词 平面二次包络环面蜗杆 设计参数 误差 承载变形 3-d接触有限元
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Full 3-D numerical modeling of borehole electric image logging and the evaluation model of fracture 被引量:3
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作者 KE ShiZhen Resource & Information Collage of Chinese Petroleum University,Beijing 102249,China 《Science China Earth Sciences》 SCIE EI CAS 2008年第S2期170-173,共4页
A full 3-D finite element method numerical modeling program is written based on the principle and technical specification of borehole electric image well logging tool. The response of well logging is computed in the f... A full 3-D finite element method numerical modeling program is written based on the principle and technical specification of borehole electric image well logging tool. The response of well logging is computed in the formation media model with a single fracture. The effect of changing fracture aperture and resistivity ratio to the logging response is discussed. The identification ability for two parallel fractures is also present. A quantitative evaluation formula of fracture aperture from borehole electric image logging data is set up. A case study of the model well is done to verify the accuracy of the for-mula. The result indicates that the formula is more accurate than the foreign one. 展开更多
关键词 NUMERICAL modeling BOREHOLE electric image LOGGING 3-d fem full SCOPE FRACTURE
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高压旋喷桩基础结构地震反应分析 被引量:3
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作者 陈荣 《四川建筑科学研究》 北大核心 2010年第4期185-189,共5页
建筑物的地基可能会遇到各种各样的土层,当在软土地基上进行建筑时,为了满足建筑物的承载要求,必须对软土地基进行适当的加固处理,而高压旋喷桩就是地基加固处理的一种方法。通过三维有限元的数值分析方法,采用Buyukozturk Concrete模... 建筑物的地基可能会遇到各种各样的土层,当在软土地基上进行建筑时,为了满足建筑物的承载要求,必须对软土地基进行适当的加固处理,而高压旋喷桩就是地基加固处理的一种方法。通过三维有限元的数值分析方法,采用Buyukozturk Concrete模型模拟水泥和水泥土的非线性,用基于塑性的Drucker-Prager模型模拟土的非线性,建立了高压旋喷桩的桩—土—结构相互作用体系的三维有限元模型,研究了桩—土耦合作用的相互非线性效应,通过接触分析计算了高压旋喷桩基础在地震载荷作用下的上部钢结构响应以及桩腿的内力分布,为复杂结构物的计算提供了一种新的计算方法。 展开更多
关键词 复合地基 三维有限元 接触非线性 地震响应
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Thermo-mechanical and Experimental Analysis of Double Pass Line Heating
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作者 Pankaj Biswas N. R. Mandal +1 位作者 O. P. Sha M. M. Mahapatra 《Journal of Marine Science and Application》 2011年第2期190-198,共9页
The present investigation deals with process analysis of oxy-acetylene flame assisted double pass line heating for varying plate thickness, oxy-acetylene flame as the heat source for multi pass line heating to achieve... The present investigation deals with process analysis of oxy-acetylene flame assisted double pass line heating for varying plate thickness, oxy-acetylene flame as the heat source for multi pass line heating to achieve 3-D bending of plates with varying thicknesses was studied. The oxy-acetylene flame was modeled as the moving heat source in the FEM analysis. The transient thermal histories were predicted taking into account the temperature dependent thermo-mechanical properties. A comparative study between single pass and double pass line heating residual deformation was also carried out. The temperature distribution and residual detbrmations predicted by the numerical model developed in the present work compared fairly well with those of the experimental ones. 展开更多
关键词 double pass thermal history residual defolxnations 3-d fem transient analysis elasto-plastic analysis oxy-acetylene gas torch
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