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面向基础大变形的可调整双块式无砟轨道结构设计
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作者 禹雷 谈遂 +4 位作者 冯诚禹 张鲁顺 秦莹 吉哲颖 凌锋 《铁道标准设计》 北大核心 2026年第1期25-33,共9页
路基大变形会引起无砟轨道结构自身受力和变形发生变化,剧烈的路基沉降/上拱变形甚至会导致无砟道床开裂、层间离缝或脱空等伤损,无砟轨道服役寿命和高铁运维安全面临严峻挑战。针对路基大变形地段可调整式双块式无砟轨道技术开展研究,... 路基大变形会引起无砟轨道结构自身受力和变形发生变化,剧烈的路基沉降/上拱变形甚至会导致无砟道床开裂、层间离缝或脱空等伤损,无砟轨道服役寿命和高铁运维安全面临严峻挑战。针对路基大变形地段可调整式双块式无砟轨道技术开展研究,借助数值仿真计算,建立路基-无砟轨道变形映射计算模型,对比分析优化前、后轨道结构对路基沉降/上拱变形的适应性。研究结果表明,沉降变形作用下,沉降波长为80 m时,优化后道床板的最大纵向拉应力较优化前有大幅度降低。上拱变形作用下,波长为40 m时,优化后的道床板纵向拉应力明显优于优化前。优化后底座板最大纵向拉应力虽然较优化前有所上升,但整体应力水平在可控范围内;CA砂浆层在不同上拱波长情况下,最大拉应力维持在0.119 MPa以内。优化后轨道结构的竖向位移随沉降/上拱幅值增大而增大,在沉降波长为80 m时较优化前有所降低,其余计算工况下优化前、后轨道结构竖向位移差异不明显,但由于优化后的无砟轨道结构可通过向灌注袋注入砂浆的形式抬高道床板,具有高度可调性,能更为灵活地应对轨道运营期的路基沉降/上拱情况。 展开更多
关键词 高速铁路 双块式无砟轨道 结构优化 路基变形 数值模拟
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视频运动放大辅助改进数字图像相关的结构振动位移监测方法
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作者 黄玉娟 付文杰 +4 位作者 戴吾蛟 谈遂 梅松华 潘德咏 张云生 《测绘地理信息》 2026年第1期71-78,共8页
针对视觉结构振动位移监测中因相机分辨率限制及监测距离增加导致成像位移过小、数字图像相关(DIC)算法精度下降问题,本文采用视频运动放大(VMM)辅助改进DIC的监测方法,重点围绕高铁桥梁场景开展DIC辅助参数设定与闭环实践,并在远距离... 针对视觉结构振动位移监测中因相机分辨率限制及监测距离增加导致成像位移过小、数字图像相关(DIC)算法精度下降问题,本文采用视频运动放大(VMM)辅助改进DIC的监测方法,重点围绕高铁桥梁场景开展DIC辅助参数设定与闭环实践,并在远距离、低分辨率工况下进行量化验证。该方法首先基于DIC初步估计低分辨率图像位移,据此提取VMM所需主频与放大倍率等关键参数;经参数微调与运动放大后,获得无伪影的清晰视频,进而再次运用DIC计算高精度位移。通过室内钢悬臂梁与室外高铁桥梁实验,分别以激光位移计与线性变量差动变压器为参考,与传统DIC方法进行对比。结果表明:在室外0.8像素振动位移监测中,本文方法相较于传统DIC使均方根误差(RMSE)下降14.08%,主频偏差下降1.16%。实验验证了该方法能有效补偿分辨率损失,在远距离复杂噪声环境中具有更优的监测精度。 展开更多
关键词 结构振动位移监测 视觉测量 数字图像相关 视频运动放大
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活动断裂带基础大变形作用下预制装配式无砟轨道-车辆动力响应研究
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作者 禹雷 谈遂 +3 位作者 王羽杰 吉哲颖 吴思行 刘钰 《铁道勘察》 2026年第1期26-32,共7页
为探究活动断裂带地段隧道底鼓与路基上拱对预制装配式无砟轨道平顺性及车辆运行安全性的影响差异,以太原地铁1号线工程为背景,构建隧道底鼓-轨面与路基上拱-轨面的变形传递及动力分析模型,对隧道底鼓和路基上拱向轨面的传递特征进行计... 为探究活动断裂带地段隧道底鼓与路基上拱对预制装配式无砟轨道平顺性及车辆运行安全性的影响差异,以太原地铁1号线工程为背景,构建隧道底鼓-轨面与路基上拱-轨面的变形传递及动力分析模型,对隧道底鼓和路基上拱向轨面的传递特征进行计算,并进一步分析隧道底鼓段和路基上拱段的车辆动力响应。研究结果表明,(1)隧道底鼓较路基上拱引起的轨面变形幅值更小、波长更大,并随着变形源深度的增加,会产生更小的轨面幅值和更大的轨面波长,且隧道底鼓产生的轨面变形峰值更大。(2)当车辆运行时,隧道底鼓段和路基上拱段的轮轨垂向力剧烈变化,轮重减载率、脱轨系数和车体垂向加速度显著增大,且隧道段车辆动力响应变化更加剧烈;当隧道底鼓幅值增加到30 mm时,车轮会出现悬空状态,增加脱轨风险。(3)隧道底鼓与路基上拱均会导致变形中心区域轮对失重,影响行车安全性;相较于路基上拱,隧道底鼓情况下轮对失重程度更为显著。 展开更多
关键词 地铁 隧道底鼓 路基上拱 无砟轨道 轨面变形 动力响应
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换填接缝后连续型无砟轨道温度应力控制措施研究
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作者 禹雷 谈遂 +4 位作者 吉哲颖 张鲁顺 张东风 凌锋 冯诚禹 《铁道勘察》 2025年第1期1-6,12,共7页
夏季高温作用下,连续型无砟轨道易发生层间离缝甚至热胀上拱失稳,严重影响高速列车运行安全。建立连续型无砟轨道温度应力计算模型,研究整体温升50℃时,不同植筋方案对换填接缝后连续型无砟轨道损伤和受力的影响。研究表明,(1)在4种植... 夏季高温作用下,连续型无砟轨道易发生层间离缝甚至热胀上拱失稳,严重影响高速列车运行安全。建立连续型无砟轨道温度应力计算模型,研究整体温升50℃时,不同植筋方案对换填接缝后连续型无砟轨道损伤和受力的影响。研究表明,(1)在4种植筋方案中,方案4层间界面损伤峰值为0.9,方案2层间界面损伤峰值为0.81,均未超过1。(2)4种植筋方案均表现为轨道板顶面纵向应力发生显著下降,而轨道板底面纵向应力显著上升,这表明接缝换填后,接缝附近轨道板顶面纵向应力得到释放,而轨道板底面应力大幅增加;方案3轨道板顶面应力降幅最大,为38.8%,最有利于释放轨道板温度应力;方案4轨道板底面应力增幅最大,达35.2%,对轨道板最为不利。 展开更多
关键词 高速铁路 连续型无砟轨道 层间离缝 热胀上拱 接缝换填 植筋加固
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基于健康监测的重载铁路连续刚构桥活载挠度可靠度评估 被引量:9
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作者 谈遂 王翔 《科学技术与工程》 北大核心 2022年第33期14917-14922,共6页
为评价重载铁路连续刚构桥服役性能,提出了一种基于健康监测的主梁活载挠度可靠度评估方法。通过将活载挠度超限作为主梁竖向刚度不足的失效模型,利用健康监测系统实测挠度数据对某运营期重载铁路连续刚构桥活载挠度进行了可靠度评估。... 为评价重载铁路连续刚构桥服役性能,提出了一种基于健康监测的主梁活载挠度可靠度评估方法。通过将活载挠度超限作为主梁竖向刚度不足的失效模型,利用健康监测系统实测挠度数据对某运营期重载铁路连续刚构桥活载挠度进行了可靠度评估。结果表明:串联模型可有效反映主梁各截面活载挠度失效模式之间的关系;主梁各截面活载挠度可靠度指标总体呈对称分布;主跨跨中截面为主梁活载挠度可靠性的控制截面;活载挠度可靠度指标在服役初期下降较快,随着服役时间的延长,可靠度指标下降速率趋于稳定;经过体外索加固后,桥梁服役时间为100年的活载挠度可靠度指标上界和下界分别上升了5.21%、5.23%;加固后,桥梁服役时间为160年时,桥梁活载挠度可靠度指标仍大于目标可靠度。可见所提出的方法可以有效评估重载铁路在役连续刚构桥服役性能可靠性。 展开更多
关键词 重载铁路 连续刚构桥 健康监测 活载挠度 可靠度
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Coupling vibration analysis of high-speed maglev train-viaduct systems with control loop failure 被引量:6
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作者 GUO Wei CHEN Xue-yuan +7 位作者 YE Yi-tao HU Yao LUO Yi-kai SHAO Ping HUANG Ren-qiang WANG Xu-yixin GUO Zhen tan sui 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第8期2771-2790,共20页
The risk of failure of the control loop can occur when a high-speed maglev train runs on viaduct.Meanwhile,the failure of the levitation magnets which balances the gravity of the maglev train could cause the train col... The risk of failure of the control loop can occur when a high-speed maglev train runs on viaduct.Meanwhile,the failure of the levitation magnets which balances the gravity of the maglev train could cause the train collision with track.To study the dynamic response of the train and the viaduct when the levitation magnet control loop failure occurs,a high-speed maglev train-viaduct coupling model,which includes a maglev controller fitted by measured force-gap data and considers the actual structure of train and viaduct,is established.Then the accuracy and effectiveness of the established approach are validated by comparing the computed dynamic responses and frequencies with the measurement results.After that,the dynamic responses of maglev train and viaduct are discussed under normal operation and control loop failures,and the most disadvantageous combination of control loop failures is obtained.The results show that when a single control loop fails,it only has a great influence on the failed electromagnet,and the maglev response of adjacent electromagnets has no obvious change and no collision occurs.But there is a risk of rail collisions when the dual control loop fails. 展开更多
关键词 high-speed maglev train control loop failure coupling vibration maglev control
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Revealing the residual stress distribution in laser welded Eurofer97 steel by neutron diffraction and Bragg edge imaging 被引量:2
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作者 Bin Zhu Nathanael Leung +6 位作者 Winfried Kockelmann Saurabh Kabra Andrew JLondon Michael Gorley Mark JWhiting Yiqiang Wang tan sui 《Journal of Materials Science & Technology》 SCIE EI CAS CSCD 2022年第19期249-260,共12页
Eurofer97 steel is a primary structural material for applications in fusion reactors. Laser welding is a promising technique to join Eurofer97 plasma-facing components and overcome remote handling and maintenance chal... Eurofer97 steel is a primary structural material for applications in fusion reactors. Laser welding is a promising technique to join Eurofer97 plasma-facing components and overcome remote handling and maintenance challenges. The interaction of the induced residual stress and the heterogeneous microstructure degrades the mechanical performance of such fusion components. The present study investigates the distribution of residual stress in as-welded and post-heat treated Eurofer97 joints. The mechanistic connections between microstructure, material properties, and residual stress are also studied. Neutron diffraction is used to study the through-thickness residual stress distribution in three directions,and neutron Bragg edge imaging(NBEI) is applied to study the residual strain in high spatial resolution.The microstructures and micro-hardness are characterised by electron backscatter diffraction and nanoindentation, respectively. The M-shaped residual stress distribution through the thickness of the as-welded weldment is observed by neutron diffraction line scans over a region of 1.41 × 10 mm^(2). These profiles are cross-validated over a larger area(∼56 × 40 mm^(2)) with the higher spatial resolution by NBEI. The micro-hardness value in the fusion zone of the as-welded sample almost doubles from 2.75 ± 0.09 GPa to 5.06 ± 0.29 GPa due to a combination of residual stress and cooling-induced martensite. Conventional post weld heat treatment(PWHT) is shown to release ∼90% of the residual stress but not fully restore the microstructure. By comparing its hardness with that of stress-free samples, it is found that the microstructure is the primary contribution to the hardening. This study provides insight into the prediction of structural integrity for critical structural components of fusion reactors. 展开更多
关键词 Laser-welded Eurofer97 steel Residual stress Neutron diffraction Neutron Bragg edge imaging Nanoindentation EBSD
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Degradation Diagnostics from the Subsurface of Lithium-Ion Battery Electrodes
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作者 Xuhui Yao Tomas Samoril +6 位作者 JiriDluhos John F.Watts Zhijia Du Bohang Song SRavi P.Silva tan sui Yunlong Zhao 《Energy & Environmental Materials》 SCIE EI CAS CSCD 2022年第2期662-669,共8页
Despite the long-established rocking-chair theory of lithium-ion batteries(LIBs),developing novel characterization methodology with higher spatiotemporal resolution facilitates a better understanding of the solid elec... Despite the long-established rocking-chair theory of lithium-ion batteries(LIBs),developing novel characterization methodology with higher spatiotemporal resolution facilitates a better understanding of the solid electrolyte interphase studies to shape the reaction mechanisms.In this work,we develop a Xenon ion plasma focused ion beam(Xe+PFIB)-based characterization technique to probe the cross-sectional interface of both ternary cathode and graphite anode electrodes,with the focus on revealing the chemical composition and distribution underneath the electrode surface by in-depth analysis of secondary ions.Particularly,the lithium fluoride is detected in the pristine cathode prior to contact with the electrolyte,reflecting that the electrode degradation is in the form of the loss of lithium inventory during electrode preparation.This degradation is related to the hydrolysis of the cathode material and the decomposition of the PVDF binder.Through the quantitative analysis of the transition-metal degradation products,manganese is found to be the dominant element in the newly formed inactive fluoride deposition on the cathode,while no transition metal signal can be found inside the anode electrode.These insights at high resolution implemented via a PFIB-based characterization technique not only enrich the understanding of the degradation mechanism in the LIBs but also identify and enable a high-sensitivity methodology to obtain the chemical survey at the subsurface,which will help remove the capacity-fade observed in most LIBs. 展开更多
关键词 DEGRADATION lithium-ion battery mass spectrometry plasma focused ion beam SUBSURFACE
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High resolution ultrastructure imaging of fractures in human dental tissues
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作者 tan sui Siqi Ying +1 位作者 Gabriel Landini Alexander M.Korsunsky 《Theoretical & Applied Mechanics Letters》 CAS 2014年第4期38-41,共4页
Human dental hard tissues are dentine, cementum, and enamel. These are hydrated mineralised composite tissues with a hierarchical structure and versatile thermo-mechanical properties. The hierarchical structure of den... Human dental hard tissues are dentine, cementum, and enamel. These are hydrated mineralised composite tissues with a hierarchical structure and versatile thermo-mechanical properties. The hierarchical structure of dentine and enamel was imaged by transmission electron microscopy (TEM) of samples prepared by focused ion beam (FIB) milling. High resolution TEM was carried out in the vicinity of a crack tip in dentine. An intricate "random weave" pattern of hydroxyapatile crystallites was observed and this provided a possible explanation for toughening of the mineralized dentine tissue at the nano-scale. The results reported here provide the basis for improved understanding of the rela- tionship between the multi-scale nature and the mechanical properties of hierarchically structured biomaterials, and will also be useful for the development of better prosthetic and dental restorative materials. 展开更多
关键词 human dental tissue transmission electron microscopy focused ion beam crack
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基于堆叠GRU神经网络的桥梁动应变预测
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作者 刘啸宇 廖志芳 +1 位作者 谈遂 余志武 《计算机工程》 2026年第3期441-450,共10页
桥梁作为重要的基础设施,由于长期受到自然环境和日常负荷的影响,桥梁结构可能面临严重的安全隐患,因此对桥梁结构健康状态进行实时监测和预测变得尤为迫切。在现有研究中,对于复杂的桥梁结构健康状态预测,仍然存在预测值易错、稳定性... 桥梁作为重要的基础设施,由于长期受到自然环境和日常负荷的影响,桥梁结构可能面临严重的安全隐患,因此对桥梁结构健康状态进行实时监测和预测变得尤为迫切。在现有研究中,对于复杂的桥梁结构健康状态预测,仍然存在预测值易错、稳定性差和实时性不足等问题。为了解决上述问题,提出基于堆叠门控循环单元(GRU)编解码器的SGRUA(Stacked GRU with Attention and Auto-Cycle)模型,通过更好地捕捉时间序列数据中的长期依赖关系和重要特征来提高预测的准确性和稳定性,并利用较少的参数量来提高预测速度使得预测实时化。首先对真实桥梁监测数据进行缺失值填补、异常值检测与处理,以保证数据满足时序预测的完整性和可用性要求;随后利用SGRUA模型对桥梁动应变指数进行时序预测,通过对比实验和消融实验证明了模型的有效性。实验结果表明,与TSMixer时序预测模型相比,SGRUA模型在桥梁B数据集上的均方根误差(RMSE)、平均绝对误差(MAE)、平均绝对百分比误差(MAPE)和对称平均绝对百分比误差(SMAPE)指标下降了11.07%、11.02%、11.00%和10.96%,为桥梁结构健康监测与预测领域提供了一种新的有效方法,同时为其他类似结构的健康监测问题提供了有益的探索与启示。 展开更多
关键词 时序预测 深度学习 桥梁监测 自注意力机制 健康监测
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