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A smoothed particle hydrodynamics and finite element method hybrid magnetohydrodynamic code SPMHD
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作者 Zhihong LIU Shibo QI +3 位作者 Jie MU Jian HUANG Zhi LI Yong Chia Francis THIO 《Plasma Science and Technology》 2025年第5期36-52,共17页
We present a hybrid smoothed particle magnetohydrodynamics(SPMHD)code integrating smoothed particle hydrodynamics(SPH)and finite element methods(FEM)to simulate coupled fluid-electromagnetic phenomena.The framework em... We present a hybrid smoothed particle magnetohydrodynamics(SPMHD)code integrating smoothed particle hydrodynamics(SPH)and finite element methods(FEM)to simulate coupled fluid-electromagnetic phenomena.The framework employs SPH for fluid dynamics,addressing large deformations,shocks,and plasma behavior,while FEM resolves electromagnetic fields via Maxwell's equations for magnetic vector and electric scalar potentials,ensuring divergence-free conditions and global current density calculations in conductive region.Operator splitting method couples these modules,enabling real-time integration of magnetic,electric,thermal,and fluid fields.Benchmark tests validate the code against analytical solutions and existing models,including blow-by instability simulations that demonstrate the method's accuracy in capturing fluid-magnetic interactions.Designed for 3D applications,SPMHD offers robust scalability across multiprocessor architectures,establishing it as a versatile tool for plasma physics research. 展开更多
关键词 hybrid sph-fem method multi-physical field coupling smoothed particle magnetohydrodynamics
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基于SPH-FEM的落石冲击缓冲层-钢筋混凝土板动力响应研究 被引量:1
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作者 孙晓虎 李浩 +5 位作者 梅雪峰 李登峰 师郡 崔鹏 邵怡铭 李泽洲 《建筑结构》 北大核心 2025年第9期69-75,62,共8页
崩塌落石防治工程中,通常采用钢筋混凝土框架与砂(碎石土)土缓冲层共同组成抗落石冲击防护结构。针对有限元模拟冲击荷载下缓冲层超大变形存在无法收敛的问题,建立平滑粒子流-有限元法(SPH-FEM)耦合的数值计算模型。首先利用ABAQUS对整... 崩塌落石防治工程中,通常采用钢筋混凝土框架与砂(碎石土)土缓冲层共同组成抗落石冲击防护结构。针对有限元模拟冲击荷载下缓冲层超大变形存在无法收敛的问题,建立平滑粒子流-有限元法(SPH-FEM)耦合的数值计算模型。首先利用ABAQUS对整个模型建立标准拉格朗日有限元网格,然后利用Python脚本将土缓冲层有限元网格转换为SPH,最后进行求解计算,并与室外大型落石冲击试验结果进行对比。结果表明,数值模拟与实测的落石冲击力与钢筋混凝土板位移误差均在10%以内,证明了SPH-FEM耦合算法的合理性;在小于12m/s的冲击速度下,缓冲层能够吸收85%以上的冲击能量;落石峰值冲击力与冲击速度近似成线性关系,峰值冲击力模拟值与Hertz理论值基本一致;采用SPH-FEM耦合的数值模拟对于再现落石冲击砂土颗粒过程中的流动性比有限元更加客观真实。 展开更多
关键词 落石 缓冲层 钢筋混凝土板 冲击荷载 模型试验 sph-fem耦合算法
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Numerical Simulation of the Seismic Response of a Horizontal Storage Tank Based on a SPH-FEM Coupling Method
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作者 Peilei Yan Endong Guo +1 位作者 HouliWu Liangchao Zhang 《Computer Modeling in Engineering & Sciences》 SCIE EI 2024年第5期1655-1678,共24页
A coupled numerical calculation method combining smooth particle hydrodynamics(SPH)and the finite element method(FEM)was implemented to investigate the seismic response of horizontal storage tanks.Anumericalmodel of a... A coupled numerical calculation method combining smooth particle hydrodynamics(SPH)and the finite element method(FEM)was implemented to investigate the seismic response of horizontal storage tanks.Anumericalmodel of a horizontal storage tank featuring a free liquid surface under seismic action was constructed using the SPH–FEM coupling method.The stored liquid was discretized using SPH particles,while the tank and supports were discretized using the FEM.The interaction between the stored liquid and the tank was simulated by using the meshless particle contact method.Then,the numerical simulation results were compared and analyzed against seismic simulation shaking table test data to validate the method.Subsequently,a series of numerical models,considering different liquid storage volumes and seismic effects,were constructed to obtain time history data of base shear and top center displacement,which revealed the seismic performance of horizontal storage tanks.Numerical simulation results and experimental data showed good agreement,with an error rate of less than 18.85%.And this conformity signifies the rationality of the SPH-FEM coupling method.The base shear and top center displacement values obtained by the coupled SPH-FEM method were only 53.3% to 69.1% of those calculated by the equivalent mass method employed in the current code.As the stored liquid volume increased,the seismic response of the horizontal storage tank exhibited a gradual upward trend,with the seismic response increasing from 73% to 388% for every 35% increase in stored liquid volume.The maximum von Mises stress of the tank and the supports remained below the steel yield strength during the earthquake.The coupled SPH-FEM method holds certain advantages in studying the seismic problems of tanks with complex structural forms,particularly due to the representation of the flow field distribution during earthquakes by involving reservoir fluid participation. 展开更多
关键词 sph-fem coupling method horizontal storage tank seismic response SLOSHING
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基于SPH-FEM耦合的地震诱发滑坡启滑过程及其堆积形态模拟研究
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作者 张卜 杜勇辉 +1 位作者 赵密 杜修力 《市政技术》 2025年第11期1-9,17,共10页
历史震害经验表明,地震灾害和地震链生滑坡灾害严重威胁坡体安全,尤其是高山峡谷工程区地震诱发滑坡问题日益突出。因此,为模拟地震诱发滑坡启动了滑动的堆积全过程,提出了一种光滑粒子流体动力学方法(SPH)与有限元方法(FEM)耦合的数值... 历史震害经验表明,地震灾害和地震链生滑坡灾害严重威胁坡体安全,尤其是高山峡谷工程区地震诱发滑坡问题日益突出。因此,为模拟地震诱发滑坡启动了滑动的堆积全过程,提出了一种光滑粒子流体动力学方法(SPH)与有限元方法(FEM)耦合的数值模拟方法,建立了静动力分析步骤;结合自编残余黏聚强度随等效塑性应变软化用户子程序,实现了地震诱发坡体滑动大变形过程模拟。开展了滑体不同衰减黏聚强度参数下、滑坡下的监测点位移时程、速度时程和堆积形态研究。研究结果表明,滑坡启动滑动堆积全过程可划分为初期缓慢位移阶段、中期加速位移阶段、后期减速至零阶段;不同残余黏聚强度滑坡中残余黏聚强度越低、滑坡体位移值越大、滑坡体速度峰值越高,变化就越剧烈,且位移增长趋势越明显;随着残余黏聚强度的增加,滑坡堆积范围逐渐减小,形态由分散趋向集中。 展开更多
关键词 地震诱发滑坡 sph-fem耦合 全过程模拟 堆积形态
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基于LS-DYNA的SPH-FEM火箭橇垂直水戽斗流固耦合仿真研究
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作者 张宁 董龙雷 +2 位作者 吕水燕 刘洋 付良 《装备环境工程》 2025年第11期1-9,共9页
目的更准确地得出火箭橇垂直水戽斗在超音速条件下,对不同水层的完整刹车过程的力学响应特性。方法采用HyperMesh划分高质量的有限元网格,基于LS-DYNA,采用FEM模拟垂直水戽斗的有限元模型,采用无网格的SPH粒子模拟长柱形水域粒子在刹车... 目的更准确地得出火箭橇垂直水戽斗在超音速条件下,对不同水层的完整刹车过程的力学响应特性。方法采用HyperMesh划分高质量的有限元网格,基于LS-DYNA,采用FEM模拟垂直水戽斗的有限元模型,采用无网格的SPH粒子模拟长柱形水域粒子在刹车时的飞散过程,对火箭橇垂直水戽斗与水层之间的交互行为进行数值模拟仿真,得出垂直水戽斗在运动过程中的最大应力点,以及应力变化的全过程时域响应和不同工况下戽斗刹车力的理论-仿真误差特性,并结合火箭橇垂直水戽斗刹车试验数据结果,验证不同工况下戽斗刹车力的仿实误差特性的结果。结果通过数据分析可以发现,仿真结果的平均误差和最大误差分别为6%和10%。结论结合理论推导、模拟仿真与试验测试,验证了基于LS-DYNA的SPH-FEM流固耦合的数值模拟方法能有效预测火箭橇垂直水戽斗完整刹车过程中的力学响应。 展开更多
关键词 火箭橇 水戽斗 LS-DYNA sph-fem方法 流固耦合 动态响应
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Study of the Transport Behavior of Multispherical Proppant in Intersecting Fracture Based on Discrete Element Method 被引量:1
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作者 Chengyong Peng JianshuWu +2 位作者 Mao Jiang Biao Yin Yishan Lou 《Energy Engineering》 EI 2025年第1期185-201,共17页
To analyze the differences in the transport and distribution of different types of proppants and to address issues such as the short effective support of proppant and poor placement in hydraulically intersecting fract... To analyze the differences in the transport and distribution of different types of proppants and to address issues such as the short effective support of proppant and poor placement in hydraulically intersecting fractures,this study considered the combined impact of geological-engineering factors on conductivity.Using reservoir production parameters and the discrete elementmethod,multispherical proppants were constructed.Additionally,a 3D fracture model,based on the specified conditions of the L block,employed coupled(Computational Fluid Dynamics)CFD-DEM(Discrete ElementMethod)for joint simulations to quantitatively analyze the transport and placement patterns of multispherical proppants in intersecting fractures.Results indicate that turbulent kinetic energy is an intrinsic factor affecting proppant transport.Moreover,the efficiency of placement and migration distance of low-sphericity quartz sand constructed by the DEM in the main fracture are significantly reduced compared to spherical ceramic proppants,with a 27.7%decrease in the volume fraction of the fracture surface,subsequently affecting the placement concentration and damaging fracture conductivity.Compared to small-angle fractures,controlling artificial and natural fractures to expand at angles of 45°to 60°increases the effective support length by approximately 20.6%.During hydraulic fracturing of gas wells,ensuring the fracture support area and post-closure conductivity can be achieved by controlling the sphericity of proppants and adjusting the perforation direction to control the direction of artificial fractures. 展开更多
关键词 Hydraulic fracturing discrete element method PROPPANT SPHERICITY CFD-DEM
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Structural Modal Parameter Recognition and Related Damage Identification Methods under Environmental Excitations:A Review 被引量:3
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作者 Chao Zhang Shang-Xi Lai Hua-Ping Wang 《Structural Durability & Health Monitoring》 EI 2025年第1期25-54,共30页
Modal parameters can accurately characterize the structural dynamic properties and assess the physical state of the structure.Therefore,it is particularly significant to identify the structural modal parameters accordi... Modal parameters can accurately characterize the structural dynamic properties and assess the physical state of the structure.Therefore,it is particularly significant to identify the structural modal parameters according to the monitoring data information in the structural health monitoring(SHM)system,so as to provide a scientific basis for structural damage identification and dynamic model modification.In view of this,this paper reviews methods for identifying structural modal parameters under environmental excitation and briefly describes how to identify structural damages based on the derived modal parameters.The paper primarily introduces data-driven modal parameter recognition methods(e.g.,time-domain,frequency-domain,and time-frequency-domain methods,etc.),briefly describes damage identification methods based on the variations of modal parameters(e.g.,natural frequency,modal shapes,and curvature modal shapes,etc.)and modal validation methods(e.g.,Stability Diagram and Modal Assurance Criterion,etc.).The current status of the application of artificial intelligence(AI)methods in the direction of modal parameter recognition and damage identification is further discussed.Based on the pre-vious analysis,the main development trends of structural modal parameter recognition and damage identification methods are given to provide scientific references for the optimized design and functional upgrading of SHM systems. 展开更多
关键词 Structural health monitoring data information modal parameters damage identification AI method
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SPH-FEM耦合法数值模拟在弹塑性力学中典型案例分析
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作者 缪广红 陈龙 +2 位作者 卢小雨 董继蕾 吴建强 《安阳工学院学报》 2025年第4期58-64,共7页
为了提高弹塑性力学教学效果,将SPH-FEM耦合法数值模拟技术应用与弹塑性力学课程教学。首先通过数值模拟技术建立了爆炸焊接复合板的实体模型,并对材料的参数进行选取,然后计算了爆炸焊接复合板的焊接窗口,最后分析了爆炸焊接中速度、... 为了提高弹塑性力学教学效果,将SPH-FEM耦合法数值模拟技术应用与弹塑性力学课程教学。首先通过数值模拟技术建立了爆炸焊接复合板的实体模型,并对材料的参数进行选取,然后计算了爆炸焊接复合板的焊接窗口,最后分析了爆炸焊接中速度、位移、压力等分布情况并对其碰撞角进行了测量。通过数值模拟技术得到的速度、位移、压力、碰撞角与实际理论基本吻合,在弹塑性力学教学中适当地运用SPH-FEM耦合数值模拟技术,可以使复杂的弹塑性力学教学变得更加直观、生动,可以极大提高学生们学习的积极性,增强学生们对弹塑性力学学习的兴趣。 展开更多
关键词 sph-fem耦合算法 爆炸焊接 炸药层厚度 课程教学
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考虑侧向土体大变形的箱涵安全SPH-FEM耦合分析
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作者 季树凯 李加亮 +1 位作者 苏鸿梁 崔溦 《海河水利》 2025年第11期69-76,共8页
箱土围堰在拔除拉森钢板桩时,桩间土会发生滑塌变形,影响邻近建筑物的受力稳定。常规FEM方法模拟土体大变形易出现数值不收敛,而SPH法可模拟土体失稳过程中颗粒滑塌现象,但仅采用SPH法模拟计算精度较低。基于此,通过耦合SPH与FEM,并结... 箱土围堰在拔除拉森钢板桩时,桩间土会发生滑塌变形,影响邻近建筑物的受力稳定。常规FEM方法模拟土体大变形易出现数值不收敛,而SPH法可模拟土体失稳过程中颗粒滑塌现象,但仅采用SPH法模拟计算精度较低。基于此,通过耦合SPH与FEM,并结合强度折减理论,建立了可模拟桩间土失稳滑塌变形的数值模型,分析了拔除单侧、双侧钢板桩以及抽干围堰一侧明渠水与渠底清淤工况下箱涵的位移变形、主应力以及抗滑稳定性。结果表明,在4种工况下,箱涵不均匀沉降最大为1.4 cm,相应最大拉应力约0.85 MPa,满足钢筋混凝土箱涵强度标准,且箱涵滑动安全系数均满足要求,表明其具备良好的受力与稳定性。研究结果符合工程实际规律,可为类似工程提供较好的参考价值。 展开更多
关键词 土体大变形 颗粒滑塌 混凝土箱涵 sph-fem耦合 数值模型
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Combing the Entropy Weight Method with Fuzzy Mathematics for Assessing the Quality and Post-Ripening Mechanism of High-Temperature Daqu during Storage 被引量:1
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作者 YANG Junlin YANG Shaojuan +8 位作者 WU Cheng YIN Yanshun YOU Xiaolong ZHAO Wenyu ZHU Anran WANG Jia HU Feng HU Jianfeng WANG Diqiang 《食品科学》 北大核心 2025年第9期48-62,共15页
This study investigated the physicochemical properties,enzyme activities,volatile flavor components,microbial communities,and sensory evaluation of high-temperature Daqu(HTD)during the maturation process,and a standar... This study investigated the physicochemical properties,enzyme activities,volatile flavor components,microbial communities,and sensory evaluation of high-temperature Daqu(HTD)during the maturation process,and a standard system was established for comprehensive quality evaluation of HTD.There were obvious changes in the physicochemical properties,enzyme activities,and volatile flavor components at different storage periods,which affected the sensory evaluation of HTD to a certain extent.The results of high-throughput sequencing revealed significant microbial diversity,and showed that the bacterial community changed significantly more than did the fungal community.During the storage process,the dominant bacterial genera were Kroppenstedtia and Thermoascus.The correlation between dominant microorganisms and quality indicators highlighted their role in HTD quality.Lactococcus,Candida,Pichia,Paecilomyces,and protease activity played a crucial role in the formation of isovaleraldehyde.Acidic protease activity had the greatest impact on the microbial community.Moisture promoted isobutyric acid generation.Furthermore,the comprehensive quality evaluation standard system was established by the entropy weight method combined with multi-factor fuzzy mathematics.Consequently,this study provides innovative insights for comprehensive quality evaluation of HTD during storage and establishes a groundwork for scientific and rational storage of HTD and quality control of sauce-flavor Baijiu. 展开更多
关键词 microbial community high-temperature Daqu comprehensive quality evaluation entropy weight method maturation process
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In situ stress inversion using nonlinear stress boundaries achieved by the bubbling method 被引量:1
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作者 Xige Liu Chenchun Huang +3 位作者 Wancheng Zhu Joung Oh Chengguo Zhang Guangyao Si 《Journal of Rock Mechanics and Geotechnical Engineering》 2025年第3期1510-1527,共18页
Due to the heterogeneity of rock masses and the variability of in situ stress,the traditional linear inversion method is insufficiently accurate to achieve high accuracy of the in situ stress field.To address this cha... Due to the heterogeneity of rock masses and the variability of in situ stress,the traditional linear inversion method is insufficiently accurate to achieve high accuracy of the in situ stress field.To address this challenge,nonlinear stress boundaries for a numerical model are determined through regression analysis of a series of nonlinear coefficient matrices,which are derived from the bubbling method.Considering the randomness and flexibility of the bubbling method,a parametric study is conducted to determine recommended ranges for these parameters,including the standard deviation(σb)of bubble radii,the non-uniform coefficient matrix number(λ)for nonlinear stress boundaries,and the number(m)and positions of in situ stress measurement points.A model case study provides a reference for the selection of these parameters.Additionally,when the nonlinear in situ stress inversion method is employed,stress distortion inevitably occurs near model boundaries,aligning with the Saint Venant's principle.Two strategies are proposed accordingly:employing a systematic reduction of nonlinear coefficients to achieve high inversion accuracy while minimizing significant stress distortion,and excluding regions with severe stress distortion near the model edges while utilizing the central part of the model for subsequent simulations.These two strategies have been successfully implemented in the nonlinear in situ stress inversion of the Xincheng Gold Mine and have achieved higher inversion accuracy than the linear method.Specifically,the linear and nonlinear inversion methods yield root mean square errors(RMSE)of 4.15 and 3.2,and inversion relative errors(δAve)of 22.08%and 17.55%,respectively.Therefore,the nonlinear inversion method outperforms the traditional multiple linear regression method,even in the presence of a systematic reduction in the nonlinear stress boundaries. 展开更多
关键词 In situ stress field Inversion method The bubbling method Nonlinear stress boundary Multiple linear regression method
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Insight Into the Separation-of-Variable Methods for the Closed-Form Solutions of Free Vibration of Rectangular Thin Plates
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作者 Yufeng Xing Ye Yuan Gen Li 《Computer Modeling in Engineering & Sciences》 SCIE EI 2025年第1期329-355,共27页
The separation-of-variable(SOV)methods,such as the improved SOV method,the variational SOV method,and the extended SOV method,have been proposed by the present authors and coworkers to obtain the closed-form analytica... The separation-of-variable(SOV)methods,such as the improved SOV method,the variational SOV method,and the extended SOV method,have been proposed by the present authors and coworkers to obtain the closed-form analytical solutions for free vibration and eigenbuckling of rectangular plates and circular cylindrical shells.By taking the free vibration of rectangular thin plates as an example,this work presents the theoretical framework of the SOV methods in an instructive way,and the bisection–based solution procedures for a group of nonlinear eigenvalue equations.Besides,the explicit equations of nodal lines of the SOV methods are presented,and the relations of nodal line patterns and frequency orders are investigated.It is concluded that the highly accurate SOV methods have the same accuracy for all frequencies,the mode shapes about repeated frequencies can also be precisely captured,and the SOV methods do not have the problem of missing roots as well. 展开更多
关键词 Separation-of-variable method Rayleigh quotient nodal line eigenvalue equation bisection method
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Improved methods,properties,applications and prospects of microbial induced carbonate precipitation(MICP)treated soil:A review 被引量:2
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作者 Xuanshuo Zhang Hongyu Wang +3 位作者 Ya Wang Jinghui Wang Jing Cao Gang Zhang 《Biogeotechnics》 2025年第1期34-54,共21页
Soil improvement is one of the most important issues in geotechnical engineering practice.The wide application of traditional improvement techniques(cement/chemical materials)are limited due to damage ecological en-vi... Soil improvement is one of the most important issues in geotechnical engineering practice.The wide application of traditional improvement techniques(cement/chemical materials)are limited due to damage ecological en-vironment and intensify carbon emissions.However,the use of microbially induced calcium carbonate pre-cipitation(MICP)to obtain bio-cement is a novel technique with the potential to induce soil stability,providing a low-carbon,environment-friendly,and sustainable integrated solution for some geotechnical engineering pro-blems in the environment.This paper presents a comprehensive review of the latest progress in soil improvement based on the MICP strategy.It systematically summarizes and overviews the mineralization mechanism,influ-encing factors,improved methods,engineering characteristics,and current field application status of the MICP.Additionally,it also explores the limitations and correspondingly proposes prospective applications via the MICP approach for soil improvement.This review indicates that the utilization of different environmental calcium-based wastes in MICP and combination of materials and MICP are conducive to meeting engineering and market demand.Furthermore,we recommend and encourage global collaborative study and practice with a view to commercializing MICP technique in the future.The current review purports to provide insights for engineers and interdisciplinary researchers,and guidance for future engineering applications. 展开更多
关键词 Soil improvement Bio-cement MICP Improved methods Field application cases
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隧道洞口危岩冲击河砂垫层试验及SPH-FEM仿真
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作者 王星 来显杰 +2 位作者 黄帅 聂亚伟 胡朝霞 《重庆交通大学学报(自然科学版)》 北大核心 2025年第9期34-41,共8页
在考虑缓冲行程理念下提出了河砂垫层棚洞设计方案,依托某隧道工程洞口危岩落石灾害,构建了室内试验模型,建立了SPH-FEM耦合算法的棚洞计算模型。研究结果表明:相较于传统砂土垫层,河砂垫层棚洞顶板中心测点应力峰值降幅达42.52%,立柱... 在考虑缓冲行程理念下提出了河砂垫层棚洞设计方案,依托某隧道工程洞口危岩落石灾害,构建了室内试验模型,建立了SPH-FEM耦合算法的棚洞计算模型。研究结果表明:相较于传统砂土垫层,河砂垫层棚洞顶板中心测点应力峰值降幅达42.52%,立柱压应力峰值降幅达65.77%,落石加速度峰值降幅达56.84%;相较于砂土垫层,河砂垫层下落球冲击坑深度由28.54 mm增加至58.24 mm,增幅达50.99%,河砂垫层情况下落石的冲击侵彻缓冲行程远高于砂土垫层,以此提升了河砂垫层棚洞耗能减震效果;再次构建实际尺寸棚洞结构模型,当铺设河砂垫层后顶板腹部单元应力峰值降幅达53.41%,顶板腹部单元位移峰值降幅34.44%,落石加速度峰值降幅达55.41%。 展开更多
关键词 隧道工程 落石冲击 棚洞结构 河砂垫层 模型试验 sph-fem
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一种基于Least Square Method算法的城轨车辆车门动作时间精准判断的研究
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作者 李宏菱 宋华杰 +3 位作者 马仲智 周辉 李晴 陈龙 《时代汽车》 2025年第3期190-192,共3页
为研究城市轨道交通车辆客室车门动作时间精准性,门的动作主要依靠直流无刷电机的驱动,所以门动作判断的根本,是对电机运动状态的判读,门运动过程中由于电机码盘线受杂波干扰,系统无法准确寻找计时点从而影响系统判断门运动时间;建立波... 为研究城市轨道交通车辆客室车门动作时间精准性,门的动作主要依靠直流无刷电机的驱动,所以门动作判断的根本,是对电机运动状态的判读,门运动过程中由于电机码盘线受杂波干扰,系统无法准确寻找计时点从而影响系统判断门运动时间;建立波形矫正模型,利用数学方法校准波形,让MCU找出最佳计时点并处理(误差不超过10ms),采用最小二乘法模型,通过最小化误差的平方和找到一组数据的最佳函数匹配,求得未知的数据,并使得这些求得的数据与实际数据之间误差的平方和为最小,可精准地得到门动作时间。模拟测试结果表明,门动作时间测算误差所示其误差为7.42ms,小于10ms。 展开更多
关键词 城轨车辆 客室车门 电机码盘 Least Square method算法 门动作时间精准
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Research on Bearing Fault Diagnosis Method Based on Deep Learning 被引量:1
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作者 Ting Zheng 《Journal of Electronic Research and Application》 2025年第1期1-6,共6页
Bearing is an indispensable key component in mechanical equipment,and its working state is directly related to the stability and safety of the whole equipment.In recent years,with the rapid development of artificial i... Bearing is an indispensable key component in mechanical equipment,and its working state is directly related to the stability and safety of the whole equipment.In recent years,with the rapid development of artificial intelligence technology,especially the breakthrough of deep learning technology,it provides a new idea for bearing fault diagnosis.Deep learning can automatically learn features from a large amount of data,has a strong nonlinear modeling ability,and can effectively solve the problems existing in traditional methods.Aiming at the key problems in bearing fault diagnosis,this paper studies the fault diagnosis method based on deep learning,which not only provides a new solution for bearing fault diagnosis but also provides a reference for the application of deep learning in other mechanical fault diagnosis fields. 展开更多
关键词 Deep learning Bearing failure Diagnostic methods
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A dual⁃parameter method for seismic resilience assessment of buildings 被引量:1
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作者 LI Shuang HU Binbin +1 位作者 LIU Wen ZHAI Changhai 《Journal of Southeast University(English Edition)》 2025年第1期1-11,共11页
To quantify the seismic resilience of buildings,a method for evaluating functional loss from the component level to the overall building is proposed,and the dual-parameter seismic resilience assessment method based on... To quantify the seismic resilience of buildings,a method for evaluating functional loss from the component level to the overall building is proposed,and the dual-parameter seismic resilience assessment method based on postearthquake loss and recovery time is improved.A threelevel function tree model is established,which can consider the dynamic changes in weight coefficients of different category of components relative to their functional losses.Bayesian networks are utilized to quantify the impact of weather conditions,construction technology levels,and worker skill levels on component repair time.A method for determining the real-time functional recovery curve of buildings based on the component repair process is proposed.Taking a three-story teaching building as an example,the seismic resilience indices under basic earthquakes and rare earthquakes are calculated.The results show that the seismic resilience grade of the teaching building is comprehensively judged as GradeⅢ,and its resilience grade is more significantly affected by postearthquake loss.The proposed method can be used to predict the seismic resilience of buildings prior to earthquakes,identify weak components within buildings,and provide guidance for taking measures to enhance the seismic resilience of buildings. 展开更多
关键词 seismic resilience assessment dual-parameter method functional loss recovery time Bayesian networks
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A Review of the Hydrodynamic Damping Characteristics of Blade-like Structures:Focus on the Quantitative Identification Methods and Key Influencing Parameters 被引量:1
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作者 Yongshun Zeng Zhaohui Qian +1 位作者 Jiayun Zhang Zhifeng Yao 《哈尔滨工程大学学报(英文版)》 2025年第1期21-34,共14页
Ocean energy has progressively gained considerable interest due to its sufficient potential to meet the world’s energy demand,and the blade is the core component in electricity generation from the ocean current.Howev... Ocean energy has progressively gained considerable interest due to its sufficient potential to meet the world’s energy demand,and the blade is the core component in electricity generation from the ocean current.However,the widened hydraulic excitation frequency may satisfy the blade resonance due to the time variation in the velocity and angle of attack of the ocean current,even resulting in blade fatigue and destructively interfering with grid stability.A key parameter that determines the resonance amplitude of the blade is the hydrodynamic damping ratio(HDR).However,HDR is difficult to obtain due to the complex fluid-structure interaction(FSI).Therefore,a literature review was conducted on the hydrodynamic damping characteristics of blade-like structures.The experimental and simulation methods used to identify and obtain the HDR quantitatively were described,placing emphasis on the experimental processes and simulation setups.Moreover,the accuracy and efficiency of different simulation methods were compared,and the modal work approach was recommended.The effects of key typical parameters,including flow velocity,angle of attack,gap,rotational speed,and cavitation,on the HDR were then summarized,and the suggestions on operating conditions were presented from the perspective of increasing the HDR.Subsequently,considering multiple flow parameters,several theoretical derivations and semi-empirical prediction formulas for HDR were introduced,and the accuracy and application were discussed.Based on the shortcomings of the existing research,the direction of future research was finally determined.The current work offers a clear understanding of the HDR of blade-like structures,which could improve the evaluation accuracy of flow-induced vibration in the design stage. 展开更多
关键词 Blade fatigue Hydrodynamic damping ratio Identification method Affecting factors Prediction formula
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Formation mechanism of herpetrione self-assembled nanoparticles based on p H-driven method 被引量:1
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作者 Yuwen Zhu Xiang Deng +4 位作者 Yan Wu Baode Shen Lingyu Hang Yuye Xue Hailong Yuan 《Chinese Chemical Letters》 2025年第1期387-391,共5页
The self-assembled nanoparticles(SAN)formed during the decoction process of traditional Chinese medicine(TCM)exhibit non-uniform particle sizes and a tendency for aggregation.Our group found that the p H-driven method... The self-assembled nanoparticles(SAN)formed during the decoction process of traditional Chinese medicine(TCM)exhibit non-uniform particle sizes and a tendency for aggregation.Our group found that the p H-driven method can improve the self-assembly phenomenon of Herpetospermum caudigerum Wall.,and the SAN exhibited uniform particle size and demonstrated good stability.In this paper,we analyzed the interactions between the main active compound,herpetrione(Her),and its main carrier,Herpetospermum caudigerum Wall.polysaccharide(HCWP),along with their self-assembly mechanisms under different p H values.The binding constants of Her and HCWP increase with rising p H,leading to the formation of Her-HCWP SAN with a smaller particle size,higher zeta potential,and improved thermal stability.While the contributions of hydrogen bonding and electrostatic attraction to the formation of Her-HCWP SAN increase with rising p H,the hydrophobic force consistently plays a dominant role.This study enhances our scientific understanding of the self-assembly phenomenon of TCM improved by p H driven method. 展开更多
关键词 Traditional Chinese medicine NANOPARTICLES Herpetrione Interaction pH-driven method Self-assembly Isothermal titration calorimetry
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Photometry-free sky area visibility estimation method for All-sky Camera 被引量:1
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作者 Haiwen Xie Hui Zhi +4 位作者 Zhe Kang Shiyu Deng Bingli Niu Lei Wang Xiaojun Jiang 《Astronomical Techniques and Instruments》 2025年第1期52-64,共13页
Observatories typically deploy all-sky cameras for monitoring cloud cover and weather conditions.However,many of these cameras lack scientific-grade sensors,r.esulting in limited photometric precision,which makes calc... Observatories typically deploy all-sky cameras for monitoring cloud cover and weather conditions.However,many of these cameras lack scientific-grade sensors,r.esulting in limited photometric precision,which makes calculating the sky area visibility distribution via extinction measurement challenging.To address this issue,we propose the Photometry-Free Sky Area Visibility Estimation(PFSAVE)method.This method uses the standard magnitude of the faintest star observed within a given sky area to estimate visibility.By employing a pertransformation refitting optimization strategy,we achieve a high-precision coordinate transformation model with an accuracy of 0.42 pixels.Using the results of HEALPix segmentation is also introduced to achieve high spatial resolution.Comprehensive analysis based on real allsky images demonstrates that our method exhibits higher accuracy than the extinction-based method.Our method supports both manual and robotic dynamic scheduling,especially under partially cloudy conditions. 展开更多
关键词 All-sky cameras Astronomy image processing Ground-based astronomy Calibration Computational methods Observational astronomy
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