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THE DESIGN OF AN INTEGRATED SYSTEM FOR PREDICTING AND ANALYZING SOLDER JOINT SHAPE AND RELIABILITY INSMT 被引量:1
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作者 C. Q. Wang X. J. Zha +2 位作者 C. Q. Zhang S. Q. Yang C. Z. Wang( 1)National Lab of Advanced Welding Technology, HIT, Harbin 150001, China 2)Shanghai Institute of Metallurgy, Chinese Academy of Science, Shanghai 200050, China) 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2000年第1期69-74,共6页
Solder joint reliability is one of critical problems detemining whether Sirface Mount Technology (SMT) can be used in the prohotion of important electronic products. Optimizing solder joint shape is one of effective ... Solder joint reliability is one of critical problems detemining whether Sirface Mount Technology (SMT) can be used in the prohotion of important electronic products. Optimizing solder joint shape is one of effective ways to improve SMT solder joint reliability.In this paper. based on the theorem of minimum potential energy, an energy model of 3 - D solder joint shape is established,and the forma- tion of solder joint is numerically simulated by Surface Ecolver program. On the basis of the prediction of SMT solder joint shape,the mechanical model of analyzing solder joint reliability is established. An elasto - plasto - creep mateial model and its mechanical constitutive equaton are established for SnPb solder alloy, and the stress/strain response of SMT solder joint under thermal cyclical loabing is ana- lyzed with nonlinear 3 - D FEM. The fatigue life of solder joint is predicted according to Coffin- Manson fatigue life model. An integrated system for Predicting and analyzing SMT solder joint shape and reliability(PSAR) is developed.The system can analyze efficiently SMT solder joint reliability with the variation of structural parameters in the joint and give the optimal structure. 展开更多
关键词 SMT solder joiot relnddity solder joint shape optimization
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Design of a visual system for predicting SMT solder joint shape 被引量:1
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作者 赵秀娟 王春青 +2 位作者 郑冠群 王国忠 杨士勤 《China Welding》 EI CAS 1999年第1期3-10,共8页
A visual software system has been developed for predicting and analyzing the shape of solder joints in surface mount technology (SMT). The formation of the solder joint is numerically simulated through Surface Evolver... A visual software system has been developed for predicting and analyzing the shape of solder joints in surface mount technology (SMT). The formation of the solder joint is numerically simulated through Surface Evolver program and the calculation is automated with an additional controller. A preprocessor is developed in which process parameters determining the shape of solder joints can be input visually and transferred into Evolver program automatically. A postprocessor is built to analyze the global three dimensional shape and cross section profiles of solder fillets in multiple windows. Also, the application for predicting the solder joint shape of RC chip component is conducted with the PSJS system. 展开更多
关键词 SMT shape of solder joints predicting VISUALIZATION
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Influences of fine pitch solder joint shape parameters on fatigue life under thermal cycle
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作者 黄春跃 吴兆华 +1 位作者 黄红艳 周德俭 《中国有色金属学会会刊:英文版》 EI CSCD 2005年第4期807-812,共6页
The solder joint reliability of a 0.5mm lead pitch, 240-pin quad flat package(QFP) was studied by nonlinear finite element analysis(FEA). The stress/strain distributions within the solder joints and the maximum plas... The solder joint reliability of a 0.5mm lead pitch, 240-pin quad flat package(QFP) was studied by nonlinear finite element analysis(FEA). The stress/strain distributions within the solder joints and the maximum plastic strain range of the solder joints were determined. Based on the calculated maximum plastic strain range the thermal fatigue life of the solder joints was calculated using Coffin-Manson equation. The influences of shape parameters including volume of solder joint, pad size and stand-off on the thermal fatigue life of the solder joints were also studied. The results show that the stress and strain distribution in the solder joint are not uniform; the interface between the lead and the solder joint is the high stress and strain region; the maximum stress and stain occur at the topmost point where the solder joint intersects with the inner side of the lead. The solder joint cracks should occur firstly at this point and propagate along the interface between the solder and the lead. The solder joint with the pad size of 1.25mm×0.35mm, the stand-off of 0.02mm and the solder volume of 0.026mm^3 has longer fatigue life than that of any others. These optimal parameters have been applied in practice to assemble the 240-pin, 0.5mm pitch QFP. 展开更多
关键词 金属加工 焊接工艺 疲劳强度问题 非线性有限元分析
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Fourier-shape-based reconstruction of rock joint profile with realistic unevenness and waviness features 被引量:1
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作者 NIE Zhi-hong WANG Xiang +1 位作者 HUANG Dong-liang ZHAO Lian-heng 《Journal of Central South University》 SCIE EI CAS CSCD 2019年第11期3103-3113,共11页
Rock joint shape characteristics,waviness and unevenness play essential but distinct roles in shear mechanism of rock joints.This study presents a novel method to generate virtual rock joint profiles with realistic wa... Rock joint shape characteristics,waviness and unevenness play essential but distinct roles in shear mechanism of rock joints.This study presents a novel method to generate virtual rock joint profiles with realistic waviness and unevenness features.Firstly,joint profiles are obtained by 3D laser scanning device.Secondly,quantification of waviness and unevenness is conducted by traditional method,including digital filtering technique and roughness parameter RL.Thirdly,the discrete Fourier transform(DFT)method is employed to analyze the joint outlines.Two representative Fourier shape descriptors(D3,D8)for characterization of waviness and unevenness are suggested.Then,the inverse discrete Fourier transform(IDFT)is adopted to reconstruct the joint profiles with random values of phase angles but prescribed amplitudes controlled by D3 and D8.The traditional method is then applied to the reconstructed joint profiles to examine statistically the relationships between D3 and D8 and parameters RL of waviness and unevenness,respectively.The results show that larger D8 tends to result in larger waviness while higher D3 tends to increase unevenness.Reference charts for estimation of waviness and unevenness with different pairs of D3 and D8 are also provided to facilitate implementation of random joint reconstruction. 展开更多
关键词 rock joint profile joint shape analysis discrete Fourier transform joint reconstruction
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Research on Complexity of Surface Undulating Shapes of Rock Joints 被引量:6
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作者 Du Shigui Department of Civil Engineering, Zhejiang University of Technology, Hangzhou 310014 《Journal of Earth Science》 SCIE CAS CSCD 1998年第1期88-91,共4页
The surface undulating shapes of rock joints have been described qualitatively or experimental quantitatively for a long time. The non determined describing method can not fit quantitative evaluation of mechani... The surface undulating shapes of rock joints have been described qualitatively or experimental quantitatively for a long time. The non determined describing method can not fit quantitative evaluation of mechanical parameters of rock joints in engineering. In this paper, relative amplitude ( R A) is chosen as a quantitative describing index of surface measurement of 1 023 surface undulating curves which conducted by profile curve device(PCD). We discuss the nonuniformity,anisotropy and unhomogeneity of surface undulating shapes of joints. A new method that analyzes the complexity of surface undulating shapes of rock joints directional statistically in various rock joints is also put forward. 展开更多
关键词 surface undulating shapes of rock joints relative amplitude ( R A) profile curve device (PCD) NONUNIFORMITY ANISOTROPY unhomogeneity.
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Joint 2D DOA and Doppler frequency estimation for L-shaped array using compressive sensing 被引量:6
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作者 WANG Shixin ZHAO Yuan +3 位作者 LAILA Ibrahim XIONG Ying WANG Jun TANG Bin 《Journal of Systems Engineering and Electronics》 SCIE EI CSCD 2020年第1期28-36,共9页
A joint two-dimensional(2D)direction-of-arrival(DOA)and radial Doppler frequency estimation method for the L-shaped array is proposed in this paper based on the compressive sensing(CS)framework.Revised from the conven... A joint two-dimensional(2D)direction-of-arrival(DOA)and radial Doppler frequency estimation method for the L-shaped array is proposed in this paper based on the compressive sensing(CS)framework.Revised from the conventional CS-based methods where the joint spatial-temporal parameters are characterized in one large scale matrix,three smaller scale matrices with independent azimuth,elevation and Doppler frequency are introduced adopting a separable observation model.Afterwards,the estimation is achieved by L1-norm minimization and the Bayesian CS algorithm.In addition,under the L-shaped array topology,the azimuth and elevation are separated yet coupled to the same radial Doppler frequency.Hence,the pair matching problem is solved with the aid of the radial Doppler frequency.Finally,numerical simulations corroborate the feasibility and validity of the proposed algorithm. 展开更多
关键词 electronic warfare L-shaped array joint parameter estimation L1-norm minimization Bayesian compressive sensing(CS) pair matching
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Shape design of the reinforcement for bending load-carrying capacity of under-matched butt joint under four-point bending load 被引量:1
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作者 王佳杰 杨建国 +3 位作者 张敬强 董志波 方洪渊 刚铁 《China Welding》 EI CAS 2012年第3期50-54,共5页
To improve the bending load-carrying capacity ( BLCC) of under-matched butt joint under four-point bending load in the elastic stage, the shape design of the reinforcement is studied based on the theoretics of mecha... To improve the bending load-carrying capacity ( BLCC) of under-matched butt joint under four-point bending load in the elastic stage, the shape design of the reinforcement is studied based on the theoretics of mechanics of materials. The concept, criterion, realization condition and design proposal of equal bending load-carrying capacity (EBLCC) are put forward. The theoretical analysis results have been verified by the finite element method. The simulation results are coincident basically with the ones of theoretical analysis. The research results show that the shape design of the reinforcement of EBLCC can improve BLCC of under-matched butt joint and the unilateral-side type reinforcement can replace double-side symmetry 展开更多
关键词 under-matched joint equal bending load-carrying capacity shape design of the reinforcement finite elementmethod
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The influence of joint geometric parameters on shape factor of butt joint with center through crack
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作者 张敬强 杨建国 +3 位作者 王涛 刘雪松 董志波 方洪渊 《China Welding》 EI CAS 2012年第2期52-54,共3页
In this research, the influence of such joint geometric parameters as weld width and reinforcement on shape ~actor of butt joint with center crack subjected to static loading was investigated by finite element analyse... In this research, the influence of such joint geometric parameters as weld width and reinforcement on shape ~actor of butt joint with center crack subjected to static loading was investigated by finite element analyses method. According to the analytical resuhs, a well fracture resistant joint shape of butt joint with center crack has been approved. 展开更多
关键词 joint geometric parameters butt joint with center crack shape factor
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Experimental Study on Seismic Behavior of Exterior Joints of Special-shaped Columns with Different Lengths of Limbs
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作者 曲福来 黄承逵 赵顺波 《Journal of Southwest Jiaotong University(English Edition)》 2008年第1期46-50,共5页
Four exterior joints with special-shaped columns which have different lengths of limbs are tested under low cyclic loading. Speeial-shaped columns adopted are L- and T-shaped in section. It can be concluded that crack... Four exterior joints with special-shaped columns which have different lengths of limbs are tested under low cyclic loading. Speeial-shaped columns adopted are L- and T-shaped in section. It can be concluded that crack pattern, failure mode and shear strength of joints are affected by the length of limb, and that shear strength and ductility increase with the length of limb; the joints with the flexural failure of the beam have better seismic behavior than those with the shear failure of the joint core. 展开更多
关键词 Special-shaped column Length of limb Frame joint DUCTILITY Energy dissipation
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V形钢可更换耗能构件梁柱节点受力性能分析
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作者 吴瑞 匡星晨 +1 位作者 凌茹 谢颖 《地震工程学报》 北大核心 2026年第3期537-547,558,共12页
韧性结构不仅能抵抗高烈度地震作用,而且在震后只需更换损伤构件即可快速恢复功能,近年来受到广泛关注。文章提出一种配置V形钢可更换耗能构件的狗骨式翼缘削弱梁柱节点,并介绍其构造形式及设计理念。利用ABAQUS有限元软件,分析该节点... 韧性结构不仅能抵抗高烈度地震作用,而且在震后只需更换损伤构件即可快速恢复功能,近年来受到广泛关注。文章提出一种配置V形钢可更换耗能构件的狗骨式翼缘削弱梁柱节点,并介绍其构造形式及设计理念。利用ABAQUS有限元软件,分析该节点的破坏模式、应力与应变分布,揭示其破坏机理、传力路径及耗能机制;在此基础上,研究V形钢连接件和狗骨式削弱连接件的关键设计参数(包括厚度、材料强度以及削弱连接件的削弱宽度)对节点抗震性能的影响。研究结果表明:在传统狗骨式可更换节点的基础上配置V形钢可更换耗能构件,能显著提高节点的耗能能力和延性性能,其等效黏滞阻尼系数在0.257~0.331之间;V形钢连接件在受力过程中发生明显塑性变形,实现了损伤可控及震后可更换的抗震设计目标;狗骨式削弱连接件与V形钢连接件宜采用LY160或Q235钢;狗骨式削弱连接件厚度宜取梁翼缘厚度的0.9~1.5倍,削弱宽度宜取25~30 mm,而V形钢连接件厚度宜取梁翼缘厚度的0.3~0.6倍。 展开更多
关键词 可更换耗能构件 梁柱节点 V形钢连接件 抗震性能 有限元分析
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Research on optimal drive joints configuration of a rolling robot of closed five-bow-shaped-bar linkage
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作者 Zeng Xiangkuo 《石化技术》 CAS 2019年第6期88-88,256,共2页
The relationship between the stability and the configuration of the driving joint was studied as a measure to improve the stability of robot.The Lagrange dynamic equation of the robot was established.According to the ... The relationship between the stability and the configuration of the driving joint was studied as a measure to improve the stability of robot.The Lagrange dynamic equation of the robot was established.According to the principle of virtual work,the least squares solution of each joint torque was obtained.The relationship between the stability of the robot and the configuration of the driving joint is obtained by the sum of the norms of the joint torque.Finally,numerical simulations verify the correctness of the theory. 展开更多
关键词 CLOSED five-bow-shaped-bar parallel mechanism Lagrange equation drive jointS CONFIGURATION
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柱壁加强型CFST框架异形柱节点抗震试验及构造优化研究
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作者 陈安英 袁礼正 +2 位作者 王波 完海鹰 王兆峰 《合肥工业大学学报(自然科学版)》 北大核心 2026年第1期102-110,118,共10页
为研究柱壁加强型钢管混凝土(concrete-filled steel tube,CFST)框架异形柱节点的抗震性能,文章通过改变柱壁加强区厚度与高度设计3个试验试件,并对其进行低周反复加载。结果表明:各试件主要发生钢梁翼缘的塑性铰破坏,滞回曲线整体为饱... 为研究柱壁加强型钢管混凝土(concrete-filled steel tube,CFST)框架异形柱节点的抗震性能,文章通过改变柱壁加强区厚度与高度设计3个试验试件,并对其进行低周反复加载。结果表明:各试件主要发生钢梁翼缘的塑性铰破坏,滞回曲线整体为饱满梭形,各试件承载力较好,节点具备良好的抗震性能;利用ABAQUS有限元软件建立3个试验试件的有限元模型,对比试验与有限元模拟的破坏模式、曲线以及应变分布规律,验证了有限元模拟方法的可靠性,并通过分析进一步明确了节点的抗震性能。试验过程中也出现了钢牛腿与钢梁翼缘的对接焊缝撕裂较早,影响节点耗能能力与延性的充分发挥,基于已验证的有限元模拟方法,研究减小钢牛腿壁板厚度与“狗骨式”构造对于节点抗震性能以及减小焊缝位置断裂风险的影响,结果表明这2种构造可以有效降低焊缝位置的断裂风险,基于设计要求,建议钢牛腿斜坡坡度不小于1∶6.25,钢梁翼缘削弱比例不大于0.267。 展开更多
关键词 钢管混凝土(CFST) 异形柱节点 低周反复加载 有限元分析 构造优化 断裂指数
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全螺栓拼接H型截面柱静力承载和滞回性能试验研究
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作者 郭盛 刘桥 +2 位作者 彭俊 高飞 陈俊波 《中南大学学报(自然科学版)》 北大核心 2026年第1期259-272,共14页
为设计一种满足装配式受力性能和工厂标准化生产要求的柱拼接节点,获得更高的承载力、更稳定的柱拼接形式,推动钢结构建筑进一步发展,助力实现建筑领域节能降碳,本文设计制作了3类全螺栓拼接H型截面拼接钢柱,通过静力试验和滞回试验得到... 为设计一种满足装配式受力性能和工厂标准化生产要求的柱拼接节点,获得更高的承载力、更稳定的柱拼接形式,推动钢结构建筑进一步发展,助力实现建筑领域节能降碳,本文设计制作了3类全螺栓拼接H型截面拼接钢柱,通过静力试验和滞回试验得到这3类拼接节点钢柱的破坏模式、静力承载力、滞回曲线、骨架曲线以及延性等,进而评价这3类拼接柱试件的静力承载与滞回性能。研究结果表明:静力试验中3类拼接试件的破坏模式类似,一字型拼接试件极限承载力和极限位移比其他试件的低,U型拼接试件的极限承载力最大,Z型拼接试件极限位移最大;滞回试验中3类拼接试件的极限荷载和极限位移均相近,一字型和Z型拼接试件的延性接近,相比之下,U型拼接试件延性有所提升,一字型拼接试件的耗能能力略低于其他拼接试件的耗能能力,Z型和U型拼接试件的耗能能力相近。U型拼接和Z型拼接各有优点,U型拼接装配简单、整体性更好,而Z型拼接由于拼接面存在高差,承载更稳定,可结合施工要求合理选择拼接形式。 展开更多
关键词 H型钢柱 全螺栓拼接节点 静力承载 滞回性能 延性
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CALCULATION OF THREE-DIMENSIONAL SOLDER JOINT FORMATION IN MICROELECTRONIC SURFACE MOUNT TECHNOLOGY 被引量:2
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作者 G.Z. Wang,C.Q.Wang and Y.Y Qian (National Key Laboratory of Advanced Welding Production Technology, Harbin Institute of Technology,Harbin 150001, China ) 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 1996年第4期240-246,共7页
A finite element analysis for calculating three-dimensional(3-D) solder joint shape between chip component and substrate pad was carried out, and the effects of solder volume and pad extension beyond the edge of compo... A finite element analysis for calculating three-dimensional(3-D) solder joint shape between chip component and substrate pad was carried out, and the effects of solder volume and pad extension beyond the edge of component on solder joint shapes were investigated. The resonable design ranges of solder volume and pad extension have been put forward. 展开更多
关键词 surface mount technology chip component solder joint shape
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无加强U形膨胀节优化设计软件开发
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作者 邹可欣 钱才富 吴志伟 《化工设备与管道》 北大核心 2026年第1期31-36,共6页
在实际工程应用中,波纹管膨胀节在选型和设计时变量较多,计算繁琐,计算量大,解决该问题的有效办法是使用计算机软件技术进行波纹管膨胀节的设计校核。文章使用Python语言开发了一款无加强U形膨胀节优化设计软件,此软件不仅能实现波纹管... 在实际工程应用中,波纹管膨胀节在选型和设计时变量较多,计算繁琐,计算量大,解决该问题的有效办法是使用计算机软件技术进行波纹管膨胀节的设计校核。文章使用Python语言开发了一款无加强U形膨胀节优化设计软件,此软件不仅能实现波纹管膨胀节常规设计的电算化,提高设计效率和设计精度,避免人为失误,而且能在满足膨胀节标准前提下,进行优化设计。实例表明,应用该优化设计软件可显著降低膨胀节重量。 展开更多
关键词 U形膨胀节 常规计算 优化设计 软件开发
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考虑多源变量的复合材料螺栓连接变形预测
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作者 禹文材 刘禹铭 +3 位作者 林清源 赵勇 邢宏文 汪玮 《航空制造技术》 北大核心 2026年第3期32-44,共13页
碳纤维增强复合材料(CFRP)螺栓连接结构,凭借其良好的可拆卸性与轻质特性,在航空航天领域展现出应用潜力。然而,该结构在多源装配变量影响下的变形分析问题,一直是制约其广泛应用的技术瓶颈。鉴于此,本研究针对CFRP螺栓连接结构变形分析... 碳纤维增强复合材料(CFRP)螺栓连接结构,凭借其良好的可拆卸性与轻质特性,在航空航天领域展现出应用潜力。然而,该结构在多源装配变量影响下的变形分析问题,一直是制约其广泛应用的技术瓶颈。鉴于此,本研究针对CFRP螺栓连接结构变形分析,提出了一种名为“碳纤维增强复合材料-螺栓连接-生成对抗网络”(CFRP-BJ-GAN)的分析框架。该框架首先引入基于关键特征统计参数的多尺度几何偏差建模方法,精确捕捉结构在不同尺度下的变形特征。随后,通过引入先进的ViT编码器架构,实现对多种异构数据的深度整合与高效处理,从而提升变形预测的精度与效率。试验验证结果显示,CFRP-BJ-GAN框架在所提出的评估指标上均优于传统数值模拟方法,且单次预测耗时仅需8 s,显著提高了分析速度。因此,本研究提出的CFRP-BJ-GAN框架为解决CFRP螺栓连接结构的变形分析问题提供了一种高效、准确且实用的解决方案。 展开更多
关键词 变形场预测 肤面模型 复合材料 螺栓连接 生成模型
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Study on Relationship Between Arc Behavior and Joint Forming in Cold Metal Transfer Welding Technology with Polarity⁃Exchanging
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作者 Lijun Han Pengyu Lin +2 位作者 Gengwei Zhang Lihui Zhong Changhua Liu 《Journal of Harbin Institute of Technology(New Series)》 EI CAS 2020年第5期81-86,共6页
Cold metal transfer with polarity⁃exchanging is a new integrated welding technology based on MIG.Due to the alternation of the positive and negative polarities of the wire,favorable control upon the deposition rate an... Cold metal transfer with polarity⁃exchanging is a new integrated welding technology based on MIG.Due to the alternation of the positive and negative polarities of the wire,favorable control upon the deposition rate and the welding shape coefficient was obtained in order to meet the desired joint design,and the related controlling principles and joint characteristics were reported.Droplet transfer physical behavior exhibited strong dependability on the studied welding parameters,such as welding voltage,welding current,wire feeding speed,and polarity⁃exchanging.This welding technology provides a new way for the welding of body⁃in⁃white(BIW)thin sheet with special demands.Moreover,the typical quality defects of MIG were greatly improved.Our study provides important technical information from the perspective of industrial application of MIG and sheds light on the higher application level of MIG in BIW welding. 展开更多
关键词 MIG cold metal transfer polarity⁃exchanging arc behavior joint shape coefficient
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绳驱动超冗余连续体机器人全臂形闭环控制方法
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作者 薛晨菲 孙瑜 +5 位作者 文庆 阳淼清 刘洋 陆凌云 陈雪峰 杨来浩 《自动化与信息工程》 2026年第1期27-36,共10页
针对绳驱动超冗余连续体机器人臂形控制难题,提出了一种基于角度反馈的全臂形闭环控制方法。通过在机器人各关节段集成关节角度传感器,实时测量关节角度,构建了覆盖整条机械臂的全臂形闭环控制系统,从而实现机器人全臂形的准确操作与控... 针对绳驱动超冗余连续体机器人臂形控制难题,提出了一种基于角度反馈的全臂形闭环控制方法。通过在机器人各关节段集成关节角度传感器,实时测量关节角度,构建了覆盖整条机械臂的全臂形闭环控制系统,从而实现机器人全臂形的准确操作与控制。同时,设计一款21自由度绳驱动超冗余连续体机器人,建立其运动学模型,用于全臂形闭环控制算法验证及模拟飞机油箱的检测任务。实验结果表明,所提全臂形闭环控制方法不仅实现了期望关节角度的高精度跟踪,还实现了机器人全臂形的角度反馈控制,且绳驱动超冗余连续体机器人能够在飞机油箱模拟实验台内灵活穿越,可为相关应用提供理论和技术支撑。 展开更多
关键词 超冗余连续体机器人 全臂形控制 关节角反馈 运动学模型 飞机油箱检测
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新型无缝桥面板关键技术研究与工程应用
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作者 肖泽荣 叶帝航 +2 位作者 陈冠华 陈贤俊 黄福云 《市政技术》 2026年第1期22-29,294,共9页
为进一步提升车辆在桥梁伸缩缝处行驶的安全性和舒适性,提出了一种新型无缝桥面板构造,即通过设置多道胀缝和填充黏弹性填料,实现大缝化小缝、小缝化无缝的目标。该技术是利用有限元软件ABAQUS建立新型无缝桥面板实体仿真模型,以研究波... 为进一步提升车辆在桥梁伸缩缝处行驶的安全性和舒适性,提出了一种新型无缝桥面板构造,即通过设置多道胀缝和填充黏弹性填料,实现大缝化小缝、小缝化无缝的目标。该技术是利用有限元软件ABAQUS建立新型无缝桥面板实体仿真模型,以研究波形钢筋规格(包括直径、间距和矢高等参数)和胀缝宽度对无缝桥面板压缩与拉伸性能的影响;开展新型无缝桥面板缩尺试验,研究了新型无缝桥面板弹塑性特性和胀缝的变形性能,并分析了不同荷载工况下的应力分布规律。研究结果表明:增加钢筋矢高和直径可以显著提高无缝桥面板的弹性变形性能和承载能力,但会降低其塑性变形能力;合理设置波形钢筋间距能有效协调结构刚度与变形性能;1道胀缝的理想收缩伸长变形量为5.0 mm,此时黏弹性填料的应力松弛性能最佳。该研究成果已成功应用于某城市高架桥工程实践,使桥面平顺性和行车舒适性得到了显著改善,可为后续工程解决伸缩缝装置的病害问题提供新的技术思路和方向。 展开更多
关键词 无缝桥面板 实体仿真模型 T形胀缝 波形钢筋
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垫板加强X形圆钢管相贯节点滞回性能研究
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作者 石小贵 阳勇 +2 位作者 丁婷 项秋展 黄政华 《建筑钢结构进展》 北大核心 2026年第1期68-79,共12页
文中采用Fortran语言编译循环空穴扩张模型(简称CVGM),并将其嵌入ABAQUS有限元软件中的VUSDFLD子程序,针对N形圆钢管相贯节点和垫板加强N形圆钢管相贯节点开展有限元模拟分析,并将有限元分析结果与试验实测结果进行对比验证,发现二者吻... 文中采用Fortran语言编译循环空穴扩张模型(简称CVGM),并将其嵌入ABAQUS有限元软件中的VUSDFLD子程序,针对N形圆钢管相贯节点和垫板加强N形圆钢管相贯节点开展有限元模拟分析,并将有限元分析结果与试验实测结果进行对比验证,发现二者吻合度较高,验证了用CVGM预测平面圆钢管相贯节点与垫板加强平面圆钢管相贯节点断裂行为的可行性。还设计了X形圆钢管相贯节点和垫板加强X型圆钢管相贯节点共计18个节点模型,采用CVGM对上述18个节点模型的断裂行为进行了预测,并研究各参数下节点的滞回性能。结果表明:相较于未加强节点,垫板加强后节点的极限承载力提高了37.5%~56.9%,极限位移减小了4.4%~20.3%,垫板加强后节点的延性低于未加强节点的延性;随着支主管外径比β、垫板厚度tp与垫板宽度B的增加,节点的极限承载力和刚度随之增加,但极限位移和延性呈降低趋势;随着垫板长度L和焊脚焊缝尺寸hf的增加,节点的极限承载力、极限位移、刚度和延性均会随之提升;随着主管径厚比γ的增加,节点的各滞回性能均会降低。 展开更多
关键词 循环空穴扩张模型 圆钢管相贯节点 滞回性能 垫板加强 X形节点 断裂行为
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