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Topology Optimization of Lattice Structures through Data-Driven Model of M-VCUT Level Set Based Substructure
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作者 Minjie Shao Tielin Shi +1 位作者 Qi Xia Shiyuan Liu 《Computer Modeling in Engineering & Sciences》 2025年第9期2685-2703,共19页
A data-driven model ofmultiple variable cutting(M-VCUT)level set-based substructure is proposed for the topology optimization of lattice structures.TheM-VCUTlevel setmethod is used to represent substructures,enriching... A data-driven model ofmultiple variable cutting(M-VCUT)level set-based substructure is proposed for the topology optimization of lattice structures.TheM-VCUTlevel setmethod is used to represent substructures,enriching their diversity of configuration while ensuring connectivity.To construct the data-driven model of substructure,a database is prepared by sampling the space of substructures spanned by several substructure prototypes.Then,for each substructure in this database,the stiffness matrix is condensed so that its degrees of freedomare reduced.Thereafter,the data-drivenmodel of substructures is constructed through interpolationwith compactly supported radial basis function(CS-RBF).The inputs of the data-driven model are the design variables of topology optimization,and the outputs are the condensed stiffness matrix and volume of substructures.During the optimization,this data-driven model is used,thus avoiding repeated static condensation that would requiremuch computation time.Several numerical examples are provided to verify the proposed method. 展开更多
关键词 DATA-DRIVEN lattice structure substructure M-VCUT level set topology optimization
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Single parameter controlling the substructure and the hardening by martensitic transformation
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作者 Ning Lu Yong Li +6 位作者 Haidong Sun Yang Liu Peng Wang Changji Li Pinwen Zhu Dongli Yu Hongwang Zhang 《Journal of Materials Science & Technology》 2025年第17期164-179,共16页
In the present study,a single parameter governing the substructure and the strengthening for martensitic transformation was tentatively explored by detailing the microstructure and the strengthening of a Fe15 wt.%Cr b... In the present study,a single parameter governing the substructure and the strengthening for martensitic transformation was tentatively explored by detailing the microstructure and the strengthening of a Fe15 wt.%Cr binary alloy subjected to thermal cycle under high pressure(cooled at 10℃ s^(-1) from 1050℃ under hydrostatic pressure of 1.0-4.0 GPa).Experimental results show that high pressure makes martensitic transformation occur in a Fe-15Cr alloy that traditionally has no high-temperature austenite under atmospheric pressure.The phase transformation begins with the pairing of twinned variants,and the strengthening is solely dependent upon the density of dislocations and variants.The austenite strength at the transformation temperature governs the substructure and the induced strengthening by influencing:(1)The critical size below which twinned variants are solely allowed;(2)the orientation spreading of the pioneer twinned variants toward Bain pairs;(3)the variant thickness and in turn the strengthening extent.The present study sheds light on tuning the substructure and hardening during martensitic transformation via the austenite strength,showing potential scientific and technological importance. 展开更多
关键词 Austenite strength substructure and strengthening Martensitic transformation Twinned variants High pressure
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Evolution of Deformation Substructure and Mg_(x)Zn_(y)Ca_(z) Metastable Phase in Fine-Grained Mg Alloys
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作者 Zhen-Liang Li Xin-Lei Zhang 《Acta Metallurgica Sinica(English Letters)》 2025年第1期71-85,共15页
The spray-deposition was used to produce billets of Mg-4Al-1.5Zn-3Ca-1Nd(A alloy)and Mg-13Al-3Zn-3Ca-1Nd(B alloy),and evolution of deformation substructure and Mg_(x)Zn_(y)Ca_(z)metastable phase in fine-grained(3μm)M... The spray-deposition was used to produce billets of Mg-4Al-1.5Zn-3Ca-1Nd(A alloy)and Mg-13Al-3Zn-3Ca-1Nd(B alloy),and evolution of deformation substructure and Mg_(x)Zn_(y)Ca_(z)metastable phase in fine-grained(3μm)Mg alloys was investigated by scanning electron microscopy(SEM),transmission electron microscopy(TEM),X-ray diffraction(XRD),and electron backscattered diffraction(EBSD).It was found that different dislocation configurations were formed in A and B alloys.Redundant free dislocations(RFDs)and dislocation tangles were the ways to form deformation substructure in A alloy,no RFDs except dislocation tangles were found in B alloy.The interaction between nano-scale second phase particles(nano-scale C15 andβ-Mg_(17)(Al,Zn)_(12)phase)and different dislocation configurations had a significant effect on the deformation substructures formation.The mass transfer of Mg_(x)Zn_(y)Ca_(z)metastable phases and the stacking order of stacking faults were conducive to the Mg-Nd-Zn typed long period stacking ordered(LPSO)phases formation.Nano-scale C15 phases,Mg-Nd-Zn typed LPSO phases,c/a ratio,β-Mg_(17)(Al,Zn)_(12)phases were the key factors influencing the formation of textures.Different textures and grain boundary features(GB features)had a significant effect on k-value.The non-basal textures were the main factor affecting k-value in A alloy,while the high-angle grain boundary(HAGB)was the main factor affecting k-value in B alloy. 展开更多
关键词 Deformation substructures Metastable phase Textures K-VALUE Fine-grained Mg alloys
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海啸作用下近海箱型桥梁下部结构受力机制数值研究
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作者 谷音 俞安华 《工程力学》 北大核心 2026年第1期161-173,共13页
近海桥梁面临着海啸等极端波浪的威胁,巨大的波浪力对桥梁下部结构产生严重影响,其受力机制尚不明确。采用OpenFOAM开源软件,基于RANS方程和SSTk-ω湍流模型模拟海啸,构建了不考虑上部结构的桥墩和考虑上部箱梁结构的桥墩-梁两种结构形... 近海桥梁面临着海啸等极端波浪的威胁,巨大的波浪力对桥梁下部结构产生严重影响,其受力机制尚不明确。采用OpenFOAM开源软件,基于RANS方程和SSTk-ω湍流模型模拟海啸,构建了不考虑上部结构的桥墩和考虑上部箱梁结构的桥墩-梁两种结构形式的海啸波荷载作用模型进行了分析比较,研究了海啸作用下近海箱型桥梁下部结构的水平力分布和受力机制,并分析了不同分布力对桥墩力矩的影响。研究结果表明:考虑箱梁对流体影响后,桥墩-梁模型中海啸作用于桥墩的水平力峰值为单独桥墩模型的1.45倍~1.96倍;桥墩-梁模型中桥墩的海啸作用分布力差异较大,墩顶受力最大,后逐渐减小,墩中部到墩底受力比较均匀,而单独桥墩模型的海啸作用力分布比较均匀,墩顶到墩底受力相差不大;桥墩-梁模型中海啸作用于桥墩的力矩峰值为单独桥墩模型的1.60~2.33。海啸作用下近海箱型桥梁下部结构受力应充分考虑上部结构箱梁对周围流体的影响,研究对于桥墩的破坏模式的判别及其减灾防护措施的制定具有重要的意义。 展开更多
关键词 近海桥梁 下部结构 箱型 海啸 受力机制
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深度学习下儿童髓母细胞瘤放疗脑及椎骨亚结构自动分割算法研究
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作者 王为 陈淑贤 蒋马伟 《中国医疗器械杂志》 2026年第1期15-23,共9页
为评估nnU-Net和FuseNet模型在儿童髓母细胞瘤亚结构自动分割中的应用可行性,该文回顾性分析60例接受放疗的患儿,以5岁为界分为两组(≤5岁组和>5岁组),基于CT-MRI融合图像勾画脑亚结构,基于CT图像勾画椎骨亚结构,训练U-Net、nnU-Net... 为评估nnU-Net和FuseNet模型在儿童髓母细胞瘤亚结构自动分割中的应用可行性,该文回顾性分析60例接受放疗的患儿,以5岁为界分为两组(≤5岁组和>5岁组),基于CT-MRI融合图像勾画脑亚结构,基于CT图像勾画椎骨亚结构,训练U-Net、nnU-Net和FuseNet 3种卷积神经网络模型并评估结果,每组设训练集24例,测试与验证集6例,另经20例外部独立队列验证泛化性。比较3种模型与图谱库(Atlas)法的DSC,评估nnU-Net和FuseNet的HD95、RAVD等几何指标及人工修正耗时。结果显示,FuseNet在脑亚结构分割中表现最优,在两组椎骨亚结构分割上均优于Atlas、U-Net(P=0.028、0.005和P=0.005、0.005),与nnU-Net无显著差异(P=0.107、0.236)。在≤5岁组中,FuseNet除小脑前叶和海马外,在>5岁组中除海马外,其余亚结构DSC均值均>0.8,且两年龄组人工修正耗时均最短。结论表明,nnUNet可实现较好分割,FuseNet通过多模态特征动态融合提升脑亚结构分割精度,且修正效率最高。 展开更多
关键词 自动分割 多模态卷积神经网络 儿童放疗 髓母细胞瘤 亚结构
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Research on Rice Panicle L-system Model Based on Substructure Algorithm 被引量:1
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作者 周云辉 吴斌 +2 位作者 刘宏伟 曾超 邵延华 《Agricultural Science & Technology》 CAS 2010年第6期83-86,共4页
In order to decrease model complexity of rice panicle for its complicated morphological structure,an interactive L-system based on substructure algorithm was proposed to model rice panicle in this study.Through the an... In order to decrease model complexity of rice panicle for its complicated morphological structure,an interactive L-system based on substructure algorithm was proposed to model rice panicle in this study.Through the analysis of panicle morphology,the geometrical structure models of panicle spikelet,axis and branch were constructed firstly.Based on that,an interactive panicle L-system model was developed by using substructure algorithm to optimize panicle geometrical models with the similar structure.Simulation results showed that the interactive L-system panicle model based on substructure algorithm could fast construct panicle morphological structure in reality.In addition,this method had the well reference value for other plants model research. 展开更多
关键词 Rice panicle substructure algorithm L-SYSTEM MODEL
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一种基于拓扑骨架分布的子结构划分方法
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作者 马秉新 杜文风 +2 位作者 王超 高博青 董石麟 《计算力学学报》 北大核心 2026年第1期116-123,共8页
基于传统子结构划分的拓扑优化方法有利于解决工程结构拓扑结果材料富集、布局不合理的问题,但其子结构划分过于依赖设计者的经验和尝试,耗时费力效率低。为此,本文提出一种基于拓扑骨架分布的子结构划分方法,可以快速获得布局合理的子... 基于传统子结构划分的拓扑优化方法有利于解决工程结构拓扑结果材料富集、布局不合理的问题,但其子结构划分过于依赖设计者的经验和尝试,耗时费力效率低。为此,本文提出一种基于拓扑骨架分布的子结构划分方法,可以快速获得布局合理的子结构划分。该方法首先通过拓扑优化计算得到设计区域的骨架分布,然后将骨架分布映射至原始工程结构指导子结构的划分,将可设计区域划分为骨架子结构与其他次要子结构,最后使骨架子结构与其他次要子结构在不同体积比约束下达到整体刚度最大。应用于十字板式节点,得到了三种兼具性能佳与结构美的新构型,分别降低了34.81%~36.68%的结构自重、5.61%~8.52%的结构最大位移、26.95%~33.69%的结构最大等效应力,提升了十字板式节点的优化水平。本方法不仅可以直接快速进行合理子结构的划分,提升拓扑优化效率,而且可以得到更加优化的拓扑结果,提升拓扑优化质量。 展开更多
关键词 子结构 拓扑优化 悬臂板 十字板式节点
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基于不匹配结点对接子结构法的超声速颤振预测
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作者 刘晨宇 谢长川 《北京航空航天大学学报》 北大核心 2026年第1期223-231,共9页
准确预测超声速飞行器颤振速度边界是超声速飞行器气动弹性研究的重点和难点之一。针对超声速飞行器模型自由度数高且颤振模态耦合形式复杂的问题,提出一种基于不匹配结点对接子结构法的结构降阶建模方法,结合非定常活塞理论和流-固耦... 准确预测超声速飞行器颤振速度边界是超声速飞行器气动弹性研究的重点和难点之一。针对超声速飞行器模型自由度数高且颤振模态耦合形式复杂的问题,提出一种基于不匹配结点对接子结构法的结构降阶建模方法,结合非定常活塞理论和流-固耦合形态插值理论实现气动弹性颤振建模,采用传统模态法、传统子结构法和不匹配结点对接子结构法对某后掠翼模型和壁板模型进行超声速颤振特性分析。结果表明:与商业软件相比,采用本文子结构法建立的降阶模型的主要低阶模态频率相对误差不大于1.1%,颤振速度相对误差不大于1.3%。与传统模态法相比,本文子结构法需要的模态阶数更少。因此,所提方法可高效准确地预测典型超声速飞行器的颤振特性。 展开更多
关键词 子结构 颤振 气动弹性 活塞理论 插值
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基于非线性方法的地下混凝土质量预测模型研究
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作者 孔令栋 王琳 +2 位作者 高纪宏 付建村 蒲军平 《浙江工业大学学报》 北大核心 2026年第1期80-89,共10页
城市轨道交通、市政地下隧道、地下停车场和地下商业街等地下工程钢筋混凝土结构,由于受温度、各种有害离子和地下水等因素的影响,容易发生钢筋锈蚀、混凝土开裂和混凝土碳化等各种类型的病害,直接影响工程的正常使用功能和寿命。基于... 城市轨道交通、市政地下隧道、地下停车场和地下商业街等地下工程钢筋混凝土结构,由于受温度、各种有害离子和地下水等因素的影响,容易发生钢筋锈蚀、混凝土开裂和混凝土碳化等各种类型的病害,直接影响工程的正常使用功能和寿命。基于可拓学和云模型,笔者采用层次分析法分析影响地下混凝土结构的各类因素,并将各因素权重值与可拓学的隶属度和云模型的确定度相结合,提出了一种基于两种非线性方法的混凝土质量预测模型,为不同材料和工艺下的混凝土质量评价及控制提供了一种科学合理有效的方法,对保证地下混凝土结构正常使用功能和寿命具有重要意义。 展开更多
关键词 可拓学 地下结构 混凝土质量 层次分析法 预测模型
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Design,synthesis,and biological evaluation of 2-(benzylsulfonyl)-5-(2-methoxypyridin-4-yl)-1,3,4-oxadiazole derivatives as novel herbicides
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作者 Sheng Yan Chujian Ma +5 位作者 Lamei Wu Changsheng Ma Yingying Wang Dingfeng Luo Zuren Li Zhijun Dai 《Advanced Agrochem》 2026年第1期25-32,共8页
To develop herbicides with a novel mechanism of action,a series of 1,3,4-oxadiazolpyridine derivatives were designed and synthesized based on active substructure splicing and structure optimization.These derivatives(5... To develop herbicides with a novel mechanism of action,a series of 1,3,4-oxadiazolpyridine derivatives were designed and synthesized based on active substructure splicing and structure optimization.These derivatives(5aa-5bd)were characterized by their melting points,^(1)H and^(13)C nuclear magnetic resonance spectroscopy,and high-resolution mass spectrometry.The configuration of 5 al was determined using single-crystal X-ray diffraction.Additionally,5 al exhibited excellent herbicidal activity at a dosage of 75 g/hm^(2),showing an EC 50 of 4.03 g/hm^(2)against both E.crus-galli and quinclorac-resistant E.crus-galli.At a dosage of 375 g/hm 2,5 al was safe for application on rice and sorghum and showed low toxicity(>200μg/g)towards Apis mellifera.After treatment with 5 al,the lamellae of the chloroplast grana of barnyard grass leaves were stacked disorderly and arranged loosely,and some thylakoids were broken,as observed by transmission electron microscopy.Transcriptomics analysis of E.crus-galli revealed that 5 al affects the defense response,membranes,plasma membranes,and chloroplasts of differentially expressed genes,which alter membrane permeability and energy metabolism,potentially leading to plant death.Thus,we successfully developed a novel molecular scaffold with a new mechanism of action that exhibits herbicidal activity against resistant E.crus-galli.Therefore,further development of lead herbicides based on this scaffold is required. 展开更多
关键词 Active substructure splicing Herbicidal activity Resistant barnyardgrass Transcriptomics.structure optimization
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HXJ180海洋修井机底座滑移装置
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作者 张继环 赵春明 +3 位作者 魏峰 侯和杰 张有锋 刘勇 《机械工程师》 2026年第1期141-144,共4页
为了实现HXJ180系列海洋修井机的横向和纵向移动的功能,设计了上下层门式结构的底座滑移装置,可使修井机到达所需井位。介绍了上、下层底座滑移装置的工作原理及控制方法。该滑移装置应用效果良好,性能指标达到了设计要求。
关键词 海洋修井机 底座 滑移装置 液压系统 同步误差
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DESIGN OF WAVE-SHAPED SPACE TRUSS CONSIDERING THE EFFECT OF SUBSTRUCTURE
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作者 尹越 纪刚 +2 位作者 韩庆华 程万海 刘锡良 《Transactions of Tianjin University》 EI CAS 2001年第1期44-47,共4页
The wave-shaped space truss is used as the roof of the natatorium in Tianjin University,which ingeniously displays the function of the building.In this paper,the wave-shaped space truss is analyzed and designed,consid... The wave-shaped space truss is used as the roof of the natatorium in Tianjin University,which ingeniously displays the function of the building.In this paper,the wave-shaped space truss is analyzed and designed,considering the substructure made of reinforced concrete rigid frame and the space truss working together.Also,the anti-seismic characteristic of the wave-shaped space truss is studied based on the integral model. 展开更多
关键词 wave-shaped space truss effect of substructure anti-seismic design
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模锻18CrNiMo7-6齿轮钢应力应变敏感区微观组织演变
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作者 江张睿 高丽平 +4 位作者 金国忠 陆阳 汪开忠 黄贞益 霍明帅 《钢铁研究学报》 北大核心 2026年第1期89-98,共10页
18CrNiMo7-6齿轮因磨损、疲劳、过载等因素易发生失效,且失效区域主要集中在近齿尖、齿根处。本文通过对18CrNiMo7-6齿轮模锻过程进行模拟,发现模锻后齿轮齿尖、齿根区域为齿轮应力集中区域,分别为214.1和238.5 MPa,从齿尖向齿根区域,... 18CrNiMo7-6齿轮因磨损、疲劳、过载等因素易发生失效,且失效区域主要集中在近齿尖、齿根处。本文通过对18CrNiMo7-6齿轮模锻过程进行模拟,发现模锻后齿轮齿尖、齿根区域为齿轮应力集中区域,分别为214.1和238.5 MPa,从齿尖向齿根区域,等效应变从1.53递增至1.97。对渗碳后试样沿表面向心部进行硬度测试,发现齿尖区域渗碳层深度和硬度均高于齿根区域。随后利用电子背散射衍射(EBSD)技术分析了18CrNiMo7-6齿轮渗碳后的微观组织,发现相较于齿根区域,齿尖区域小角度晶界占比低、位错密度高、马氏体晶粒和重构后的原奥氏体晶粒细小,从微观组织分析中可知,齿尖区域体现出较强的裂纹萌生与扩展阻力。 展开更多
关键词 18CrNiMo7-6钢 电子背散射衍射技术 模锻齿轮 微观组织分析 马氏体亚结构
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含连接的航空发动机机匣动力学模型超单元缩聚方法研究
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作者 杨哲 张保强 +5 位作者 唐振寰 汤勇 冯吴俊 林海东 王思琪 李锦辉 《机械强度》 北大核心 2026年第2期56-61,共6页
【目的】针对航空发动机机匣结构复杂、子结构及连接关系多、有限元模型节点量大导致动力学求解效率低的问题,提出一种含连接的机匣结构动力学模型超单元缩聚方法,以实现高效精准求解。【方法】首先,以螺栓连接机匣为研究对象,基于其实... 【目的】针对航空发动机机匣结构复杂、子结构及连接关系多、有限元模型节点量大导致动力学求解效率低的问题,提出一种含连接的机匣结构动力学模型超单元缩聚方法,以实现高效精准求解。【方法】首先,以螺栓连接机匣为研究对象,基于其实物连接结构划分超单元子结构与残余结构。其次,定义连接面外部节点,将超单元子结构缩聚至残余结构连接面。然后,装配各结构得到缩聚模型。最后,通过锤击法模态试验验证方法有效性。【结果】结果表明,缩聚后模型模态求解时间由623 s降至21 s,缩聚前、后仿真频率的最大误差为0.79%,与试验频率的平均误差为0.35%,在保证高建模精度的同时大幅提升了计算效率。 展开更多
关键词 航空发动机机匣 超单元缩聚 连接结构 有限元模型 子结构法
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Seismic wave input method for three-dimensional soil-structure dynamic interaction analysis based on the substructure of artificial boundaries 被引量:20
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作者 Liu Jingbo Tan Hui +2 位作者 Bao Xin Wang Dongyang Li Shutao 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2019年第4期747-758,共12页
The method of inputting the seismic wave determines the accuracy of the simulation of soil-structure dynamic interaction. The wave method is a commonly used approach for seismic wave input, which converts the incident... The method of inputting the seismic wave determines the accuracy of the simulation of soil-structure dynamic interaction. The wave method is a commonly used approach for seismic wave input, which converts the incident wave into equivalent loads on the cutoff boundaries. The wave method has high precision, but the implementation is complicated, especially for three-dimensional models. By deducing another form of equivalent input seismic loads in the fi nite element model, a new seismic wave input method is proposed. In the new method, by imposing the displacements of the free wave fi eld on the nodes of the substructure composed of elements that contain artifi cial boundaries, the equivalent input seismic loads are obtained through dynamic analysis of the substructure. Subsequently, the equivalent input seismic loads are imposed on the artifi cial boundary nodes to complete the seismic wave input and perform seismic analysis of the soil-structure dynamic interaction model. Compared with the wave method, the new method is simplifi ed by avoiding the complex processes of calculating the equivalent input seismic loads. The validity of the new method is verifi ed by the dynamic analysis numerical examples of the homogeneous and layered half space under vertical and oblique incident seismic waves. 展开更多
关键词 soil-structure dynamic interaction SEISMIC WAVE INPUT WAVE method EQUIVALENT INPUT SEISMIC loads substructure of artifi cial boundaries
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基于OpenRoads Designer的桥梁下部结构设计应用研究
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作者 李昊 胡霜 《四川建材》 2026年第1期115-119,共5页
为积极推动BIM技术在我国桥梁工程领域的发展和落地应用,研究将桥梁下部结构的参数化设计与快速建模作为切入点。以Bentley平台为基础,以中国公路桥梁设计规范为依据,对OpenRoads Designer软件进行二次开发。通过分析当前桥梁建模软件... 为积极推动BIM技术在我国桥梁工程领域的发展和落地应用,研究将桥梁下部结构的参数化设计与快速建模作为切入点。以Bentley平台为基础,以中国公路桥梁设计规范为依据,对OpenRoads Designer软件进行二次开发。通过分析当前桥梁建模软件的现状及不足,系统阐述二次开发技术路线、参数化设计理念以及下部结构批量化布置方法。结合实际工程案例验证表明,该二次开发成果显著提升桥梁下部结构建模效率与准确性,为桥梁工程BIM技术的持续深化应用提供实践参考。 展开更多
关键词 BIM OpenRoads Designer 二次开发 桥梁下部结构 参数化设计
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超高性能混凝土在装配式桥梁下部结构设计中的应用研究
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作者 孙家强 《工程建设与设计》 2026年第2期53-55,共3页
分析了超高性能混凝土的特点,详细阐述了超高性能混凝土原材料的性能指标、关键连接构造设计,并通过静力验算对比了超高性能混凝土与普通C50混凝土在承载力、裂缝控制等方面的性能。结果表明,超高性能混凝土的应用能显著提升结构性能、... 分析了超高性能混凝土的特点,详细阐述了超高性能混凝土原材料的性能指标、关键连接构造设计,并通过静力验算对比了超高性能混凝土与普通C50混凝土在承载力、裂缝控制等方面的性能。结果表明,超高性能混凝土的应用能显著提升结构性能、减小构件尺寸、加快施工效率,并增强连接可靠性与整体耐久性,为装配式桥梁下部结构设计提供了有效的材料与技术选择。 展开更多
关键词 超高性能混凝土 装配式桥梁 下部结构设计 应用
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Simulation of large-scale numerical substructure in real-time dynamic hybrid testing 被引量:9
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作者 Zhu Fei Wang Jinting +2 位作者 Jin Feng Zhou Mengxia Gui Yao 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2014年第4期599-609,共11页
A solution scheme is proposed in this paper for an existing RTDHT system to simulate large-scale finite element (FE) numerical substructures. The analysis of the FE numerical substructure is split into response anal... A solution scheme is proposed in this paper for an existing RTDHT system to simulate large-scale finite element (FE) numerical substructures. The analysis of the FE numerical substructure is split into response analysis and signal generation tasks, and executed in two different target computers in real-time. One target computer implements the response analysis task, wherein a large time-step is used to solve the FE substructure, and another target computer implements the signal generation task, wherein an interpolation program is used to generate control signals in a small time-step to meet the input demand of the controller. By using this strategy, the scale of the FE numerical substructure simulation may be increased significantly. The proposed scheme is initially verified by two FE numerical substructure models with 98 and 1240 degrees of freedom (DOFs). Thereafter, RTDHTs of a single frame-foundation structure are implemented where the foundation, considered as the numerical substructure, is simulated by the FE model with 1240 DOFs. Good agreements between the results of the RTDHT and those from the FE analysis in ABAQUS are obtained. 展开更多
关键词 real-time dynamic hybrid testing large-scale numerical substructure control signal generation finite element simulation
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Impact of Zener-Hollomon parameter on substructure and texture evolution during thermomechanical treatment of iron-containing wrought aluminium alloys 被引量:5
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作者 Evgenii ARYSHENSKII Jürgen HIRSCH +2 位作者 Vladimir BAZHIN Rudolf KAWALLA Ulrich PRAL 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2019年第5期893-906,共14页
The objective of the investigation is to evaluate the influence of the Zener-Hollomon parameter on substructure and texture evolution in iron-containing wrought aluminium alloys (type AA8011). Methods applied are X-ra... The objective of the investigation is to evaluate the influence of the Zener-Hollomon parameter on substructure and texture evolution in iron-containing wrought aluminium alloys (type AA8011). Methods applied are X-ray texture analysis, electron backscatter diffraction (EBSD) and optical microscopy. The results show a serious impact of the Zener-Hollomon parameter on cube texture evolution during the thermomechanical treatment in iron-containing aluminium alloys. An increase in the Zener-Hollomon parameter reduces the survivability of cube texture during hot deformation and reinforces particle-stimulated nucleation (PSN) during the annealing process. However, thermomechanical treatment at low temperatures leads to active precipitation and as a result fine-dispersed participles tend to block all nuclei except for those producing large cube-oriented grains. It is concluded that in iron-containing wrought aluminium alloys, the general correlation between the Zener-Hollomon parameter and subgrain size is similar to that observed in 3xxx series alloys and can be described by the specific set of equations derived. 展开更多
关键词 aluminium alloy TEXTURE Zener-Hollomon parameter substructure hot rolling
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Key aspects on the behaviour of the ballast and substructure of a modern railway track:research-based practical observations in Finland 被引量:3
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作者 Antti NURMIKOLU 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2012年第11期825-835,共11页
This paper presents an overview on the wide-ranging track structure studies at the Tampere University of Technology(TUT),Finland dealing with the key aspects of track geotechnics related to high-speed passenger traffi... This paper presents an overview on the wide-ranging track structure studies at the Tampere University of Technology(TUT),Finland dealing with the key aspects of track geotechnics related to high-speed passenger traffic on ballasted tracks.Special attention is paid to ballast and sub-ballast,while also considering frost action,embankment stability,track stiffness,track geometry and transition zones.As a result,this paper states that understanding the ballast degradation mechanism and its consequences and assessment of its condition occupy an important role in the construction and maintenance of a smooth high-speed rail line.The choices related to building the sub-ballast also have a dramatic impact on later track deformations and maintenance needs.In cold climate,especially where seasonal frost occurs,understanding and taking into account the frost action mechanism is crucial.Especially in the maintenance and rehabilitation planning of existing tracks,high-class analyses of ground penetrating radar data and its integrated analysis with other data can yield considerable benefits. 展开更多
关键词 RAILWAY Track BALLAST Sub-ballast substructure SUBSOIL Frost action Life cycle Ground penetrating radar
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