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Finite element analysis of the effect of micro-pore defect on linear friction welding of medium carbon steel 被引量:3
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作者 杨夏炜 李文亚 马铁军 《China Welding》 EI CAS 2014年第1期1-5,共5页
Micro-pore is a very common material defect. In the present paper, the temperature fields of medium carbon steel joints with and without micro-pore defect during linear friction welding (LFW) were investigated by us... Micro-pore is a very common material defect. In the present paper, the temperature fields of medium carbon steel joints with and without micro-pore defect during linear friction welding (LFW) were investigated by using finite element method. The effect of micro-pore defect on the axial shortening of joints during LFW was examined. The x- and y-direction displacements of micro-pore during the LFW process were also studied. In addition, the shape of micro-pore after LFW was observed. The heat conducted from the weld inteace to the specimen interior. The fluctuation range of the temperature curves for the joint with micro-pore is larger than that without micro-pore. Position of micro-pore changes with the change of the friction time. The circular shape of micro-pore becomes oval after welding. 展开更多
关键词 linear friction welding finite element method micro-pore temperature field
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RESEARCH ON THE SELECTION OF FRICTION MODELS IN THE FINITE ELEMENT SIMULATION OF WARM EXTRUSION 被引量:3
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作者 X.B.Lin H.S.Xiao Z.L.Zhang 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2003年第2期90-96,共7页
During the process of finite element simulation of precision warm forging, the selection of friction models has a direct effect on the precision accuracy of finite element simulation results. Among all the factors whi... During the process of finite element simulation of precision warm forging, the selection of friction models has a direct effect on the precision accuracy of finite element simulation results. Among all the factors which influence the selection of friction models, the distribution rule of normal stress at the tool-workpiece interface is a key one. To find out the distribution rule of normal stress at the tool-workpiece interface, this paper has made a systematic research on three typical plastic deformation processes: forward extrusion, backward extrusion, and lateral extrusion by a method of finite element simulation. Then on the base of synthesizing and correcting traditional friction models, a new general friction model which is fit for warm extrusion is developed at last. 展开更多
关键词 friction model warm extrusion finite element simulation
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FEM SIMULATION OF BIMETAL FORMING PROCESS BASED ON FRICTIONAL ELEMENT TECHNOLOGY
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作者 Peng Yinghong Wang Lidong +1 位作者 Li Xiaochun Ruan Xueyu (Deptartment of Plasticity Technology, Shanghai Jiao Tong University, Shanghai 200030) 《中国有色金属学会会刊:英文版》 CSCD 1996年第2期53-56,共4页
FEMSIMULATIONOFBIMETALFORMINGPROCESSBASEDONFRICTIONALELEMENTTECHNOLOGYPengYinghong;WangLidong;LiXiaochun;Rua... FEMSIMULATIONOFBIMETALFORMINGPROCESSBASEDONFRICTIONALELEMENTTECHNOLOGYPengYinghong;WangLidong;LiXiaochun;RuanXueyu(Deptartmen... 展开更多
关键词 BIMETAL FORMING frictional element FEM SIMULATION
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CONTACT FRICTION ANALYSIS AND STRESS OSCILLATION SUPPRESSION WITH A SIMPLE INTERFACE ELEMENT
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作者 Lei Xiaoyan (Department of Civil Engineering,East China Jiaotong University,Nanchang 330013,China) 《Acta Mechanica Solida Sinica》 SCIE EI 2000年第1期33-41,共9页
A simple interface element for analyzing contact friction problems is developed. Taking nodal displacements and contact stresses as unknowns, this element can simulate frictional slippage, decoupling and re-bonding of... A simple interface element for analyzing contact friction problems is developed. Taking nodal displacements and contact stresses as unknowns, this element can simulate frictional slippage, decoupling and re-bonding of two bodies initially mating or having gaps at a common interface. The method is based on the Finite Element Method and load incremental theory. The geometric and static constraint conditions on contact surfaces are treated as additional conditions and are included in stiffness equations. This simple element has the advantages of easy implementation into standard finite element programs and fast speed for convergence as well as high accuracy for stress distribution in interface. Undesirable stress oscillations are also investigated whenever large stress gradients exist over the contact surfaces. Exact integration or the conventional Gauss integration scheme used to evaluate the interpolation function matrix of the interface element is found to be the source of the oscillations. Eigenmode analysis demonstrates that the stress behavior of an interface element can be improved by using the Newton-Cotes integration scheme. Finally, the test example of a strip footing problem is presented. 展开更多
关键词 contact friction interface element stress oscillation eigenmode analysis
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Investigation on Behavior of Rare Earth Element Cerium in Aluminum-Lithium Alloys by Internal Friction Method
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作者 张敏刚 严隽民 +1 位作者 柴跃生 金志浩 《Rare Metals》 SCIE EI CAS CSCD 2000年第3期204-209,共5页
The behavior of rare earth element Ce in 2090 Al Li alloys was studied by the method of low frequency internal friction.The results showed that rare earth element Ce can increase the activation energy of grain bounda... The behavior of rare earth element Ce in 2090 Al Li alloys was studied by the method of low frequency internal friction.The results showed that rare earth element Ce can increase the activation energy of grain boundary and improve the grain boundary strength of alloys.Rare earth element Ce can decrease the tendency of softening of elastic modulus of 2090 Al Li alloys after heat cycle and keep high elastic modulus of initial state. 展开更多
关键词 Internal friction Aluminium lithium alloy Rare earth element Grain boundary
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Finite Element Analysis of Tire Traction Using a Rubber-Ice Friction Model
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作者 Hyun Chul Jung Woo Cheol Park Kyoung Moon Jeong 《Open Journal of Applied Sciences》 2018年第11期495-505,共11页
The friction of road surface covered by snow or ice is very low and that results in reducing vehicle traction forces and potential traffic accidents. In general, to establish a master curve on a rubber-ice friction mo... The friction of road surface covered by snow or ice is very low and that results in reducing vehicle traction forces and potential traffic accidents. In general, to establish a master curve on a rubber-ice friction model is difficult because the ice surface, being not far removed from its melting point, reacts itself very sen-sitively to pressure, speed, and temperature changes. In this paper, an accepta-ble frictional interaction model was implemented to finite element method to rationally examine the frictional interaction behavior on ice between the tire and the road surface. The formula of friction characteristic according to tem-perature and sliding velocity on the ice surface was applied for tire traction analysis. Numerical results were verified by comparing the outdoor test data and it was confirmed to indicate similar correlation. It is found that the rub-ber-ice friction model will be useful for the improvement of the ice traction performance of tire. 展开更多
关键词 TIRE ICE Surface FINITE element Method frictional Model Temperature Slid-ing Velocity
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THREE DIMENSIONAL ELASTO-PLASTIC CONTACT BOUNDARY ELEMENT ANALYSIS FOR ROLLING WITH CONSIDERATION OF FRICTION 被引量:5
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作者 Xiao, Hong Chen, Yiming +2 位作者 Shen, Guangxian Aizawa, Tatsuhiko Kihara, Junji 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 1998年第1期63-69,共7页
The boundary element method in framework is given to evaluate three dimensional frictional contact problems. Elasto plastic material behavior is taken into account by mean of an initial stress formulation and Von Mis... The boundary element method in framework is given to evaluate three dimensional frictional contact problems. Elasto plastic material behavior is taken into account by mean of an initial stress formulation and Von Mises yield criterion. The amount of tangential traction at contact surface is limited by Coulomb's friction law and constant shear rule. From some numerical results of a plate rolling problem, it is demonstrated here that the BEM can be used to efficiently and accurately analyze this class of forming problems. 展开更多
关键词 Strip ROLLING Boundary element method Elasto PLASTICITY CONTACT friction
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SOLVING CONTACT PROBLEM WITH FRICTION BY A NEW FAST BOUNDARY ELEMENT METHOD
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作者 Huang, Qingxue Du, Qungui Shen, Guangxian 《Chinese Journal of Mechanical Engineering》 SCIE EI CAS CSCD 1998年第3期38-43,共6页
The formulation of boundary element method for handling contact problems with friction and the technique for high speed contact analysis are presented. This formulation is based on the idea of modifying the length of... The formulation of boundary element method for handling contact problems with friction and the technique for high speed contact analysis are presented. This formulation is based on the idea of modifying the length of contact elements without altering the total number of elements. The high precision of solution and high speed analysis are verified according to the results of conventional method and analysis method. 展开更多
关键词 Contact problem with friction Boundary element method High speed iteration
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Investigating Earth Reaction to Pull-Out Process of Frictional Rock Bolts Using Distinct Element Method
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作者 Mohammad Sadegh Ayyoobi Arash Refahi 《Open Journal of Geology》 2020年第8期851-862,共12页
The reaction of earth to pull-out process of frictional rock bolts was here modeled by the distinct element method (DEM). Ten frictional bolts were prepared;the expanding shells of five bolts included convex edges and... The reaction of earth to pull-out process of frictional rock bolts was here modeled by the distinct element method (DEM). Ten frictional bolts were prepared;the expanding shells of five bolts included convex edges and the others had the shells with concave bits. The strength of bolts was measured by applying a standard pull-out test;the results confirmed that the strength of shells with convex edges was remarkably more than the strength of other shells. Furthermore, a two-dimensional DEM model of the test was developed by a particle flow code;the obtained results showed that the reaction of rock particles to the contacts occurring between the convex edges and earth was considerably more than those of the concave bits. In the other words, the convex edges transferred the pull-out force into a large area of the surrounded rock, causing these bolts to have the highest resistance against earth movements. 展开更多
关键词 frictional Rock Bolt Pull-Out Test Distinct element Method Particle Flow Code
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DYNAMIC INTERACTION OF PLANE WAVES WITH A UNILATERALLY FRICTIONALLY CONSTRAINED INCLUSION-TIME DOMAIN BOUNDARY ELEMENT ANALYSIS
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作者 FengYangde WangYuesheng +1 位作者 ZhangZimao CuiJunzhi 《Acta Mechanica Solida Sinica》 SCIE EI 2003年第3期189-196,共8页
A 2D time domain boundary element method(BEM)is developed to solve the transient scattering of plane waves by a unilaterally frictionally constrained inclusion.Coulomb friction is assumed along the contact interface.T... A 2D time domain boundary element method(BEM)is developed to solve the transient scattering of plane waves by a unilaterally frictionally constrained inclusion.Coulomb friction is assumed along the contact interface.The incident wave is assumed strong enough so that localized slip and separation take place along the interface.The present problem is in effect a nonlinear boundary value problem since the mixed boundary conditions involve unknown intervals (slip,separation and stick regions).In order to determine the unknown intervals,an iterative technique is developed.As an example,we consider the scattering of a circular cylinder embedded in an infinite solid. 展开更多
关键词 wave scattering INCLUSION unilaterally frictionally constrained interface boundary nonlinearity time-domain boundary element method
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川南茅口组碳酸盐岩井壁裂缝摩擦特性与结构失稳模拟研究
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作者 马勇 冉航 +4 位作者 汪洋松 杨华建 徐伟宁 黄桃 余文帅 《钻井液与完井液》 北大核心 2026年第1期9-17,共9页
为揭示川南地区茅口组碳酸盐岩地层井壁失稳机制,针对该地层系统性地开展了裂缝面摩擦特性测试与离散元数值模拟研究。现场数据分析证实,井壁失稳主要发生在茅口组地层裂缝发育、岩体破碎地带,钻遇该层位后井壁掉块频发,局部扩径严重,... 为揭示川南地区茅口组碳酸盐岩地层井壁失稳机制,针对该地层系统性地开展了裂缝面摩擦特性测试与离散元数值模拟研究。现场数据分析证实,井壁失稳主要发生在茅口组地层裂缝发育、岩体破碎地带,钻遇该层位后井壁掉块频发,局部扩径严重,威胁钻井安全。实验研究表明:茅口组灰岩中天然/人工裂缝面的摩擦系数分别为0.691~0.743和0.501~0.588;钻井液作用后,受到流体对裂缝面力学强度的弱化和润滑作用,裂缝面摩擦系数平均降幅16.9%~31.8%;高应力条件下由于裂缝面微凸体的软化与破坏,部分充填裂缝的摩擦系数可降至0.2~0.3;采用离散元方法进行含复杂结构面的茅口组井眼井壁失稳模拟发现,当裂缝走向与最大水平主应力夹角为45°~60°时,井周裂缝最易被激活;裂缝面摩擦系数降低显著增加岩体剪切滑移风险,诱发井壁掉块与扩径等失稳现象。基于以上认识,针对基质强度高、天然裂缝发育的碳酸盐岩地层,准确评价天然裂缝的摩擦强度,使用强封堵防塌钻井液体系,可有效封堵裂缝、抑制润滑效应,提升裂缝面摩擦强度,从而保证井壁稳定与钻井安全。 展开更多
关键词 茅口组 碳酸盐岩 天然裂缝 摩擦系数 井壁失稳 离散元
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Friction Model for Strip Rolling 被引量:3
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作者 DU Feng-shan WANG Gui-guo +1 位作者 ZANG Xin-liang LI Xue-tong 《Journal of Iron and Steel Research International》 SCIE EI CAS CSCD 2010年第7期19-23,43,共6页
To improve the accuracy and speed of finite element calculation,a new friction model was proposed,in which a layer of thin friction element between the roller and workpiece was introduced to consider the contact frict... To improve the accuracy and speed of finite element calculation,a new friction model was proposed,in which a layer of thin friction element between the roller and workpiece was introduced to consider the contact friction.This model was used in the three-dimensional elastic-plastic finite element model of strip rolling process.Taking the geometrical size and physical characteristics of intermediate medium between roller and workpiece into consideration,the stiffness of the friction element was corrected by two factors,i.e.,the thickness of friction element and β factor.Without any assumption about the value and direction of friction force and neutral point position,the rolling process was simulated by using this model.The results obtained by this model were compared with the experimental results and the feasibility of the model was verified. 展开更多
关键词 contact friction FEM ROLLING friction element
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Optimization for friction damped post-tensioned steel frame based on simplified FE model and GA 被引量:1
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作者 Zhao Zhongwei Jian Xiangyang +1 位作者 Yuan Ye Liu Haiqing 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2022年第1期209-219,共11页
The post-tensioned(PT)energy-dissipating connection for steel frames has drawn the attention of many researchers for its good seismic performance.Friction mechanisms,such as friction damped PT steel connections,are th... The post-tensioned(PT)energy-dissipating connection for steel frames has drawn the attention of many researchers for its good seismic performance.Friction mechanisms,such as friction damped PT steel connections,are the approaches typically used to improve energy-dissipating capacity.The mechanical behavior of PT connections has been extensively investigated.The seismic performance of PT frames should be optimized by employing a suitable design of a friction device.In this study,the influence of f_(max)on the seismic behavior of a PT frame is investigated.The_(max)static frictional force f_(max)is optimized based on a genetic algorithm(GA).Results indicate that the reasonable distribution of f_(max)can evidently improve seismic performance.Consequently,the GA method can be effectively utilized for seeking the optimal combination of f_(max)if the simplified finite element model is adopted.Results derived will provide a foundation for analysis and design of PT frame structures. 展开更多
关键词 3D-FDPT connection friction element simplified numerical model OPTIMIZATION GA
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基于静力响应面法的试车架摩擦非线性模型建立及修正
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作者 杨庆昆 张进华 +2 位作者 方斌 丁佳伟 陈鸿麟 《制造业自动化》 2026年第1期1-11,共11页
针对液体火箭发动机试车架在发动机推力作用下表现出的参数非线性变化,根据静力加载-卸载的实验结果分析得出这种非线性变化是由于试车架动架与静架间的摩擦力的影响。通过对实验数据进行拟合得出加载力F-摩擦系数μ之间的显式关系,并利... 针对液体火箭发动机试车架在发动机推力作用下表现出的参数非线性变化,根据静力加载-卸载的实验结果分析得出这种非线性变化是由于试车架动架与静架间的摩擦力的影响。通过对实验数据进行拟合得出加载力F-摩擦系数μ之间的显式关系,并利用LuGre摩擦模型结合仿真结果对摩擦系数的变化进行理论的解释。提出一种基于静力响应面法的试车架摩擦非线性模型的修正方法,通过构造静力响应面,以试车架摩擦副的摩擦系数为优化变量,以实验静力响应与仿真静力响应误差最小为优化目标对有限元模型进行修正。结果表明,采用该方法对试车架的摩擦非线性模型进行修正,不仅能够提高优化效率,并且修正后的有限元模型最大误差为2.57 kN,与实验值间的相对误差为0.43429%,相较于初始模型相对误差的1.271%精度有了较大的提高;同时修正后模型的摩擦系数也进一步验证了实验拟合以及理论解释的正确性。可以为后续的试车架推力传递中出现的非线性变化进行修正提供工程实践价值。 展开更多
关键词 静力响应面 静摩擦力修正 试车架 有限元模型修正
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深基坑开挖对下方隧道两侧抗浮桩侧摩阻力的影响
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作者 黄睿嘉 彭丽云 +1 位作者 刘兵科 孙军 《济南大学学报(自然科学版)》 北大核心 2026年第1期148-158,共11页
针对深基坑开挖卸荷导致下方隧道上浮的问题,以北京市某深基坑工程为研究对象,MIDAS GTS NX软件为有限元建模工具,建立未采用抗浮措施的工程模型;通过计算该模型中隧道和地表的竖向位移,分析该工程增加抗浮措施的必要性,再建立采用抗浮... 针对深基坑开挖卸荷导致下方隧道上浮的问题,以北京市某深基坑工程为研究对象,MIDAS GTS NX软件为有限元建模工具,建立未采用抗浮措施的工程模型;通过计算该模型中隧道和地表的竖向位移,分析该工程增加抗浮措施的必要性,再建立采用抗浮措施的工程模型;通过计算该新模型中隧道和地表的竖向位移并与现场监测数据对比,验证新模型的准确性;提取新模型中模拟计算所得抗浮桩桩顶处的竖向位移,施加于单桩模型并计算抗浮桩的侧摩阻力,进而探讨深基坑下方隧道两侧抗浮桩的侧摩阻力在不同开挖深度、注浆作用以及所处深基坑不同位置时的发挥作用情况及影响机制。结果表明:抗浮桩联合注浆的抗浮措施可有效抑制深基坑开挖过程中的隧道隆起变形;开挖深度影响桩-土相对位移,从而影响抗浮桩的侧摩阻力;注浆增加土体的密实度,使侧摩阻力得以更好地发挥作用;靠近深基坑中心抗浮桩的侧摩阻力能较快且较完全地发挥作用,而靠近边缘的抗浮桩因受到深基坑内壁约束作用而使侧摩阻力发挥作用较慢,并且存在部分抗浮桩的侧摩阻力不完全发挥作用的现象。 展开更多
关键词 隧道抗浮 侧摩阻力 有限元模拟 抗浮桩 深基坑
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Ti元素对AlFeCoCrNi高熵合金组织及性能的影响
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作者 龚春艳 姚小飞 +2 位作者 王玮华 顾凯旋 徐浩栋 《西安工业大学学报》 2026年第1期91-99,共9页
为了提高AlFeCoCrNi高熵合金的耐磨性,采用真空电弧熔炼技术,通过添加Ti元素对其进行合金化处理,制备出不同Ti含量的AlFeCoCrNiTix(x=0,0.05,0.1,0.2,0.3)高熵合金。运用XRD、SEM、EDS对AlFeCoCrNiTix高熵合金微观组织与相结构进行表征... 为了提高AlFeCoCrNi高熵合金的耐磨性,采用真空电弧熔炼技术,通过添加Ti元素对其进行合金化处理,制备出不同Ti含量的AlFeCoCrNiTix(x=0,0.05,0.1,0.2,0.3)高熵合金。运用XRD、SEM、EDS对AlFeCoCrNiTix高熵合金微观组织与相结构进行表征,研究Ti元素对AlFeCoCrNiTix高熵合金硬度、强度和耐磨性的影响规律。结果表明:添加Ti元素能够促进AlFeCoCrNiTix高熵合金中BCC2相形成,随着Ti元素含量增大,合金中BBC2相数量增多,组织形貌由树枝晶转变为花瓣晶。Ti含量为0.1时,析出Fe-Cr纳米相,Ti含量进一步增大,花瓣晶变粗大,Fe-Cr纳米相增多。添加Ti元素能有效提高合金硬度和强度,硬度由495 HV提高至684 HV,屈服强度由1405 MPa提高至1884 MPa,抗压强度由1507 MPa提高至2618 MPa。添加Ti元素对合金的摩擦系数影响不大,但能有效降低磨损率。当Ti含量小于0.1时,磨损机理为磨粒磨损;当Ti含量大于0.1时,磨损机理为黏着磨损和氧化磨损。 展开更多
关键词 AlFeCoCrNi高熵合金 Ti元素 微观组织 力学性能 摩擦磨损
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SMA自复位转动摩擦阻尼器的滞回特性与参数影响分析
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作者 高渊 熊二刚 +2 位作者 温景北 张垚 王尚 《哈尔滨工业大学学报》 北大核心 2026年第1期171-183,共13页
为减少结构在地震作用下的残余变形,本文提出了一种基于形状记忆合金(shape memory alloy,SMA)螺栓的自复位转动摩擦阻尼器(shape memory alloy self-centering rotary friction damper,SMA-SRFD),介绍了其基本构造及工作原理,开展了SM... 为减少结构在地震作用下的残余变形,本文提出了一种基于形状记忆合金(shape memory alloy,SMA)螺栓的自复位转动摩擦阻尼器(shape memory alloy self-centering rotary friction damper,SMA-SRFD),介绍了其基本构造及工作原理,开展了SMA螺栓材性实验,对螺栓及SMA-SRFD的受力性能进行了理论分析,并与有限元分析结果进行了对比,验证所采用理论公式的准确性;建立SMA-SRFD三维有限元模型,并选取旋转子中摩擦斜面倾角、摩擦系数及SMA螺栓预紧力为变量进行了参数分析。结果表明:SMA螺栓的应力-应变曲线呈典型的“旗帜”形,具有良好的耗能及自复位能力;SMA-SRFD理论分析与数值模拟结果吻合,二者均可准确反映阻尼器的受力过程;增大斜面倾角,会提升SMA-SRFD的承载能力及等效刚度,但阻尼器耗能及阻尼比降低;提高接触面之间的摩擦系数,SMA-SRFD的耗能、等效刚度及等效阻尼比均随之增加,自复位能力减弱;随着SMA螺栓预紧力的增加,SMA-SRFD的最大承载力基本相同,而变形量会略有减小,此外,对SMA螺栓施加不同的预紧力,阻尼器的滞回性能无显著变化。 展开更多
关键词 形状记忆合金 自复位摩擦阻尼器 滞回性能 理论分析 有限元分析
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箱涵顶进施工中沉降监测及有限元分析
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作者 侯康义 米分平 +4 位作者 王浩宇 黎铁峰 陈永江 刘卫然 于海丰 《河北工业科技》 2026年第1期21-27,共7页
为揭示覆土层厚度、注浆和减阻处理对箱涵顶进时覆土层的沉降变化的影响规律,完善箱涵顶进施工控制技术,依托实际桥涵工程案例进行沉降监测及覆土层沉降位移分析。利用有限元分析软件ABAQUS完成施工沉降监测对比,验证模型的准确性。通... 为揭示覆土层厚度、注浆和减阻处理对箱涵顶进时覆土层的沉降变化的影响规律,完善箱涵顶进施工控制技术,依托实际桥涵工程案例进行沉降监测及覆土层沉降位移分析。利用有限元分析软件ABAQUS完成施工沉降监测对比,验证模型的准确性。通过建立不同覆土层厚度(2、3、5 m)的土体与箱涵三维实体有限元模型,对箱涵顶进施工过程中顶进位移和覆土层沉降的关系进行分析。结果表明:1)覆土层厚度对路面沉降具有显著影响,相较于2 m覆土层,3 m和5 m覆土层的沉降量分别减少了21.3%和32.7%,增加覆土层厚度能够有效分散顶进压力,减少土体变形,从而降低覆土层的沉降量;2)在5 m覆土层工况下,通过对上部覆土层分别进行注浆补强和底部减阻处理,沉降量相应减少了7.0 mm与3.7 mm;3)沉降主要集中在距离箱涵中心轴线30 m以内的区域,超出此范围后,沉降变化趋于平缓,影响显著减小。研究结果可以帮助探索影响箱涵顶进过程中覆土层沉降的因素,为粉质黏土地质条件下箱涵施工的优化设计提供理论支撑。 展开更多
关键词 桥涵工程 箱涵顶进施工 有限元分析 覆土层沉降 注浆 减阻
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具有Friction边界条件的Navier-Stokes方程的两重牛顿校正算法
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作者 安荣 王贤 《温州大学学报(自然科学版)》 2013年第1期1-7,共7页
基于压力投影稳定有限元方法,给出一个求解具有Friction边界条件的Navier-Stokes方程的两重牛顿校正算法.从获得的误差估计可以看出,如果细网格尺度满足4h O(H),那么该两重牛顿校正算法与一重稳定有限元方法具有相同的收敛阶.与有关文... 基于压力投影稳定有限元方法,给出一个求解具有Friction边界条件的Navier-Stokes方程的两重牛顿校正算法.从获得的误差估计可以看出,如果细网格尺度满足4h O(H),那么该两重牛顿校正算法与一重稳定有限元方法具有相同的收敛阶.与有关文献相比,该算法的计算效率更高. 展开更多
关键词 NAVIER-STOKES方程 friction边界条件 稳定有限元方法 两重牛顿校正方法
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岩溶地区储备粮基地桩基施工力学特性分析
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作者 马磊 詹洁乐 +1 位作者 张斌 李文杰 《兰州工业学院学报》 2026年第1期62-68,共7页
以贵州储备粮(高粱)习水保障基地项目为背景,采用MIDAS GTS建立有限元模型,分析了不同桩-溶洞水平距离下桩基础的施工力学特性。结果表明:岩溶作用形成的溶蚀洞穴显著劣化了桩周地基的刚度特性,并导致桩-土体系产生非均匀的应力重分布效... 以贵州储备粮(高粱)习水保障基地项目为背景,采用MIDAS GTS建立有限元模型,分析了不同桩-溶洞水平距离下桩基础的施工力学特性。结果表明:岩溶作用形成的溶蚀洞穴显著劣化了桩周地基的刚度特性,并导致桩-土体系产生非均匀的应力重分布效应;桩身轴力出现局部增大,地层分界处桩身出现较大弯矩值,溶洞周围地基为桩基提供的桩侧摩阻力相对有限;当桩-溶洞水平间距从18 m减少到3 m时,溶洞周围的最大主应力增大2.34倍左右,地基位移等值线形态由初始的非连续对称分布(下端存在缺口)逐渐演化为圆弧状对称分布,且在溶洞边界区域呈现明显的局部弯折现象,将加剧桩身轴力分布的不均匀性,进而可能造成桩基局部失效。 展开更多
关键词 储粮库桩基 岩溶 桩-溶洞水平距离 有限元分析 桩侧摩阻力
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