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基于SPH-FEM大蒜切茎装置动力学分析及参数优化
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作者 李骅 高涵 +3 位作者 王永健 於海明 傅杰一 郭靳枭 《农业机械学报》 北大核心 2026年第4期192-202,共11页
针对目前大蒜联合收获机切茎装置切削性能较差、切割阻力较大、切割不及时易造成大蒜鳞茎损伤以及夹持输送装置堵塞等问题,基于SPH-FEM耦合算法设计了一种大蒜双圆盘式切茎装置,并进行了动力学分析及参数优化。根据大蒜茎秆的结构、物... 针对目前大蒜联合收获机切茎装置切削性能较差、切割阻力较大、切割不及时易造成大蒜鳞茎损伤以及夹持输送装置堵塞等问题,基于SPH-FEM耦合算法设计了一种大蒜双圆盘式切茎装置,并进行了动力学分析及参数优化。根据大蒜茎秆的结构、物理参数和力学特性参数,确定了大蒜茎秆的材料模型。利用ANSYS/LS-DYNA构建大蒜切割过程仿真模型,通过有限元仿真结果确定最优圆盘刀结构参数,圆盘刀厚度2 mm、圆盘刀刃角15°和圆盘刀重叠量15 mm。运用仿真模型进行单因素仿真试验,确定了大蒜切茎装置的喂入速度、圆盘刀转速、圆盘刀间距的取值范围分别为1.5~2.5 km/h、400~600 r/min、1~3 mm;采用Box-Behnken设计三因素三水平正交组合试验方案,通过台架试验确定各因素水平下圆盘刀最大切割阻力,运用Design-Expert 13对试验结果进行方差和响应面分析,得到大蒜切茎装置实际最佳工作参数,喂入速度为2.1 km/h、圆盘刀转速为560 r/min、圆盘刀间距为1 mm。台架试验结果表明,在最优工作参数下最大切割阻力为7.33 N,误差为7.5%。本文所设计的双圆盘式切茎装置切割阻力小、工作性能稳定,茎秆切割面较为平整,并且在试验过程中无鳞茎损伤,满足大蒜收获茎秆切割要求,可为大蒜联合收获机械的设计提供参考。 展开更多
关键词 大蒜切茎 有限元 SPH-fem耦合算法 双圆盘式切茎装置 参数优化
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基于SPH-FEM流固耦合作用下多级拦挡坝动力响应分析
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作者 王永胜 龚蕓 祝佳 《灾害学》 北大核心 2026年第1期104-114,共11页
为探明泥石流与多级拦挡结构间的相互作用机制,该文建立了耦合的光滑粒子流体动力学(SPH)和有限元方法(FEM)的数值模型,模拟泥石流浆体与块石的相互耦合过程,分析了格栅-重力坝、格栅-格栅坝和重力-重力坝三种组合坝在泥石流作用下动力... 为探明泥石流与多级拦挡结构间的相互作用机制,该文建立了耦合的光滑粒子流体动力学(SPH)和有限元方法(FEM)的数值模型,模拟泥石流浆体与块石的相互耦合过程,分析了格栅-重力坝、格栅-格栅坝和重力-重力坝三种组合坝在泥石流作用下动力响应,包括泥石流速度、冲击力、坝体支反力和Von Mises应力。结果表明:多级拦挡坝承泥石流冲击力与坝体结构密切相关,格栅坝透水性强、整体荷载小但局部应力集中;重力坝借浆体缓冲层降低局部应力。此外,一级坝支反力普遍高于二级坝,当一级为重力坝时应力剧增,为格栅坝则使荷载分配合理、减小应力差。因此坝体结构特性对荷载分配具有调控作用,为工程实践中优选坝型组合可提供设计参考。 展开更多
关键词 泥石流 SPH-fem耦合 多级拦挡坝 动力响应
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基于XFEM和响应面法的某地铁车站基坑近接既有已损建筑物施工扰动影响分区
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作者 雷明锋 李倡万 +2 位作者 杨鹏亮 贾朝军 李垂忝 《隧道建设(中英文)》 北大核心 2026年第1期69-79,共11页
新建基坑施工会对邻近既有建筑产生扰动影响,如何对施工扰动程度进行快速有效评估以合理制定设计与施工方案是亟待解决的工程难点。鉴于此,依托实际工程,通过有限元FEM-扩展有限元XFEM两阶段数值模型开展多工况分析,与实测数据对比验证... 新建基坑施工会对邻近既有建筑产生扰动影响,如何对施工扰动程度进行快速有效评估以合理制定设计与施工方案是亟待解决的工程难点。鉴于此,依托实际工程,通过有限元FEM-扩展有限元XFEM两阶段数值模型开展多工况分析,与实测数据对比验证模型的可靠性,进而构建响应面预测模型,结合参数敏感性分析,建立以裂缝扩展面积为指标的基坑近接施工参数与建筑物初始损伤程度的影响分区。研究结果表明:1)FEM-XFEM两阶段模型适用于分析新建基坑施工扰动下建筑物裂缝扩展问题。2)裂缝扩展面积与扰动等级显著相关,处在Ⅱ级影响工况的裂缝扩展面积大多在0.8~1.4 m^(2),可将0.8 m^(2)与1.4 m^(2)作为Ⅰ/Ⅱ、Ⅱ/Ⅲ区分界阈值。3)基坑与建筑物之间的距离D与既有建筑物裂缝扩展面积呈现显著相关性,D>21 m时为Ⅰ级影响,3.9 m<D≤21 m时为Ⅱ级影响,D≤3.9 m时为Ⅲ级影响。4)考虑建筑物初始损伤时,当初始裂缝长度为墙体长度41%以下且宽度为墙体厚度67%以下,基坑施工扰动为I级影响;当初始裂缝长度达到墙体长度66%以上或宽度达到墙体厚度83%以上,基坑施工扰动为Ⅲ级影响。 展开更多
关键词 地铁车站 基坑施工 建筑物损伤 裂缝扩展 扩展有限元法 两阶段分析法 响应面法
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Coupled FEM-DEM modeling of permeability evolution in rough fractured shale during shearing under varying confining pressures
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作者 Bin Li Qi Li 《Journal of Rock Mechanics and Geotechnical Engineering》 2026年第3期1736-1754,共19页
The dynamic evolution of fracture permeability presents a critical scientific challenge in rock masses.Understanding the mechanisms of rock mass permeability evolution is vital for engineering project design and opera... The dynamic evolution of fracture permeability presents a critical scientific challenge in rock masses.Understanding the mechanisms of rock mass permeability evolution is vital for engineering project design and operations.By integrating the discrete element method(DEM)with the finite element method(FEM),a numerical simulation framework for shear seepage in rough fractured shale has been developed to investigate the dynamic mechanisms of permeability evolution under varying confining pressures and during the shearing process.Numerical simulations were conducted on rough fractured samples under effective confining pressures ranging from 5 MPa to 20 MPa to monitor the aperture and permeability evolution of the fracture.The results of the numerical simulation are consistent with the experimental observations,indicating that both the shearing process and confining pressure significantly influence permeability.Moreover,the magnitude of the confining pressure is a crucial factor influencing the trend in permeability changes.Under a confining pressure of 5 MPa,fracture permeability initially increases significantly but decreases post-shearing.In contrast,a continuous decrease in fracture permeability is observed when the confining pressure exceeds 10 MPa.The results of the shear numerical simulation indicate that the confining pressure restricts fracture dilation during shearing,promotes the generation of rock debris,and decreases both the permeability and transmissivity of the fracture.The wear results obtained from numerical simulations are consistent with the experimental patterns and correlate with the joint roughness coefficient(JRC).This study proposed an effective numerical simulation method to reveal the evolution mechanism of fracture flow capacity,taking into account the wear of the fracture surface in shear simulations and the initial stress state of the rock in seepage simulations.This research explains the permeability evolution mechanism of fractured shale from a microscopic perspective,and the proposed numerical simulation method for shear seepage provides a powerful means to uncover the dynamic evolution mechanisms governing fracture permeability. 展开更多
关键词 Discrete element method(DEM) Finite element method(fem) Fracture Permeability Shear stress Joint roughness coefficient(JRC) Dynamic evolution
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A Surrogate Deep-Learning Super-Resolution Framework for Accelerating Finite Element Method-Based Fluid Simulations
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作者 Sojin Shin Guk Heon Kim +1 位作者 Seung Hwan Kim Jaemin Kim 《Computer Modeling in Engineering & Sciences》 2026年第3期593-613,共21页
This study develops a surrogate super-resolution(SR)framework that accelerates finite element method(FEM)-based computational fluid dynamics(CFD)using deep learning.High-resolution(HR)FEM-based CFDremains computationa... This study develops a surrogate super-resolution(SR)framework that accelerates finite element method(FEM)-based computational fluid dynamics(CFD)using deep learning.High-resolution(HR)FEM-based CFDremains computationally prohibitive for time-sensitive applications,including patient-specific aneurysm hemodynamics where rapid turnaround is valuable.The proposed pipeline learns to reconstruct HR velocity-magnitude fields fromlow-resolution(LR)FEM solutions generated under the same governing equations and boundary conditions.It consistsof three modules:(i)offline pre-training of a residual network on representative vascular geometries;(ii)lightweightfine-tuning to adapt the pretrained model to geometric variability,including patient-specific aneurysm morphologies;and(iii)an unstructured-to-structured sampling strategy with region-of-interest upsampling that concentrates resolution in flow-critical zones(e.g.,the aneurysm sac)rather than the full domain.This targeted reconstruction substantiallyreduces inference and post-processing cost while preserving key HR flow features.Experiments on cerebral aneurysmmodels show that HR velocity-magnitude fields can be recovered with accuracy comparable to direct HR simulationsat less than 1%of the direct HR simulation cost per analysis(LR simulation and SR inference),while adaptation to newgeometries requires only lightweight fine-tuning with limited target-specific HR data.While clinical endpoints andadditional variables(e.g.,pressure or wall-based metrics)are left for future work,the results indicate that the proposedsurrogate SR approach can streamline FEM-based CFD workflows toward near real-time hemodynamic analysis acrossmorphologically similar vascular models. 展开更多
关键词 Surrogate modeling deep learning SUPER-RESOLUTION finite element method(fem) fluid simulation
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SPH-DEM-FEM流固耦合模型下泥石流冲击框架损伤评估
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作者 张金 张忠耀 +1 位作者 张高 莫洋洋 《振动与冲击》 北大核心 2026年第6期141-153,163,共14页
泥石流作为高破坏性混合流体,其携带的块石对框架结构的冲击机制尚未得到充分研究。为揭示含块石泥石流冲击框架结构的动力响应与损伤机制,基于光滑粒子流体动力学-离散元法-有限元法(smoothed particle hydrodynamics-discrete element... 泥石流作为高破坏性混合流体,其携带的块石对框架结构的冲击机制尚未得到充分研究。为揭示含块石泥石流冲击框架结构的动力响应与损伤机制,基于光滑粒子流体动力学-离散元法-有限元法(smoothed particle hydrodynamics-discrete element method-finite element method,SPH-DEM-FEM)耦合数值方法,构建流体-块石-结构的多耦合数值模型,模拟不同冲击速度和角度下框架结构的损伤过程,并结合两相溃坝试验来验证模型有效性。研究表明:泥石流冲击导致结构损伤经历“接触-扩散-反弹-堆积/冲击”四个阶段,当冲击速度超过6.00 m/s时,结构产生不可恢复损伤,且块石阻隔作用使流体上部冲击力大于下部,引发结构中部最先发生集中损伤;此外,冲击力峰值随速度和角度增大呈非线性增长,10.00 m/s与90°工况下框架柱底冲击力达497.17 kN,超过结构抗冲击承载力;最后,数值模拟与经验公式所得冲击力结果误差在13.95%~29.00%,数量级一致,验证了模型可靠性。研究结果可为泥石流高发区框架结构的抗冲击设计提供参考。 展开更多
关键词 框架结构 泥石流冲击 光滑粒子流体动力学-离散元法-有限元法(SPH-DEM-fem) 冲击力
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基于分域耦合FEM-DEM多尺度方法的砂土中闭口和开口桩沉桩过程模拟
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作者 郭远灏 史亦皓 +1 位作者 郭宁 杨仲轩 《岩土工程学报》 北大核心 2026年第4期866-875,共10页
基于自主开发的GPU加速三维分域耦合有限元-离散元(FEM-DEM)多尺度计算平台GeoTaichi,模拟了砂土中闭口和开口桩的单调静压沉桩过程。该方法将求解域分为紧邻结构物的区域和远离结构物的区域,分别使用DEM模拟砂土与桩的相互作用;以及FE... 基于自主开发的GPU加速三维分域耦合有限元-离散元(FEM-DEM)多尺度计算平台GeoTaichi,模拟了砂土中闭口和开口桩的单调静压沉桩过程。该方法将求解域分为紧邻结构物的区域和远离结构物的区域,分别使用DEM模拟砂土与桩的相互作用;以及FEM模拟远离桩的区域,提高计算效率。通过模拟三轴排水压缩试验并结合试验数据,确定了DEM域的接触模型参数和FEM域的莫尔-库仑本构模型参数。闭口桩模拟获得的桩端阻力和砂土中的径向应力分布与文献中模型槽试验结果一致,验证了耦合FEM-DEM方法模拟打入桩静压沉桩过程的可靠性。随后,分析了两种不同管径的开口桩沉桩过程中桩周土体变形、土塞率(PLR)、土塞增长率(IFR)以及沉桩阻力的变化,得出IFR相对于PLR在反映土塞状态变化方面更为敏感,且土塞内壁摩阻力的发挥趋势与IFR的变化趋势一致。研究为揭示沉桩过程中的桩土作用机理及合理预测打入桩承载力提供高效的数值计算工具。 展开更多
关键词 分域耦合 fem-DEM 沉桩过程 桩土相互作用 GeoTaichi
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New Insight to Large Deformation Analysis of Thick-Walled Axisymmetric Functionally Graded Hyperelastic Ellipsoidal Pressure Vessel Structures:A Comparison between FEM and PINNs
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作者 Azhar G.Hamad Nasser Firouzi Yousef S.Al Rjoub 《Computers, Materials & Continua》 2026年第5期403-430,共28页
The accurate mechanical analysis of thick-walled pressure vessel structures composed of advanced materials,such as hyperelastic and functionally graded materials(FGMs),is critical for ensuring their safety and optimiz... The accurate mechanical analysis of thick-walled pressure vessel structures composed of advanced materials,such as hyperelastic and functionally graded materials(FGMs),is critical for ensuring their safety and optimizing their design.However,conventional numerical methods can face challenges with the non-linearities inherent in hyperelasticity and the complex spatial variations in FGMs.This paper presents a novel hybrid numerical approach combining Physics-Informed Neural Networks(PINNs)with Finite Element Method(FEM)derived data for the robust analysis of thick-walled,axisymmetric,heterogeneous,hyperelastic pressure vessels with elliptical geometries.A PINN framework incorporating neo-Hookean constitutive relations is developed in MATLAB.To enhance training efficiency and accuracy,the PINN’s loss function is augmented with displacement data obtained from high-fidelity FEM simulations performed in ANSYS.The methodology is rigorously validated by comparing PINN-predicted displacement and von Mises stress fields against ANSYS benchmarks for various scenarios of FGMconfigurations(with material properties varying according to a power law)subjected to internal and external pressurization.The results demonstrate excellent agreement between the proposed hybrid PINN-FEMapproach and conventional FEMsolutions across all test cases,accurately capturing complex deformation patterns and stress concentrations.This study highlights the potential of data-augmented PINNs as an effective and accurate computational tool for tackling complex solid mechanics problems involving non-linearmaterials and significant heterogeneity,offering a promising avenue for future research in engineering design and analysis. 展开更多
关键词 Finite elementmethod(fem) physics-informed neural networks(PINNs) HYPERELASTICITY functionally graded materials(FGMs) pressure vessels hybrid numerical methods axisymmetric analysis
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Dynamics of Nonlinear Rossby Waves With the Derivative-Expansion Method
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作者 TIAN Hongxiao ZHANG Ruigang LIU Quansheng 《应用数学和力学》 北大核心 2026年第3期313-328,共16页
Nonlinear Rossby waves are used to describe typical wave phenomena in large-scale atmosphere andocean.Owing to the nonlinearity of the involved problems,the weakly nonlinear method,ie the derivative ex-pansion method,... Nonlinear Rossby waves are used to describe typical wave phenomena in large-scale atmosphere andocean.Owing to the nonlinearity of the involved problems,the weakly nonlinear method,ie the derivative ex-pansion method,was mainly used to investigate Rossby waves under the combined effects of the generalizedβ-effect and the basic flow effect.The derivative expansion method has the advantage of capturing the multi-scalecharacteristics of wave processes simultaneously.In the case where the perturbation expansion is independentof secular terms,the nonlinear equations describing the amplitude evolution of nonlinear waves were derived,such as the Korteweg-de Vries equation,the Boussinesq equation and Zakharov-Kuznetsov equation.Both quali-tative and quantitative analyses indicate that the generalizedβ-effect is the key factor inducing the evolution ofRossby solitary waves. 展开更多
关键词 planetary Rossby waves generalized beta effect derivative-expansion method nonlinear equation
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Construction of Bionic Non-Smooth Surface of Cu-Based Friction Materials Based on Finite Element Method
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作者 Lekai Li Juxiang Zhu +3 位作者 Zhaohua Yao Mengting Xing Yitong Tian Ma Yunhai 《Journal of Bionic Engineering》 2026年第1期326-340,共15页
To solve the problem of abnormal abrasion of Cu-Based Friction Materials(CBFMs),Bionic Non-Smooth Surface(BNS)on friction surface of CBFMs was constructed based on bionic principles,and the optimal bionic prototype wa... To solve the problem of abnormal abrasion of Cu-Based Friction Materials(CBFMs),Bionic Non-Smooth Surface(BNS)on friction surface of CBFMs was constructed based on bionic principles,and the optimal bionic prototype was selected by Finite Element Method(FEM).In addition,the bionic parameters were optimized by Response Surface Method(RSM).Samples holding BNS were prepared by Laser Processing,tribological properties were tested by a Friction and Wear Tester and worn surface morphology was characterized by a Scanning Electron Microscope(SEM).The results showed that BNS on friction surface could regulate the stress distribution and alleviate the peak stress.Among all samples,the coupled texture of pit-hexagonal got the minimum peak stress.During braking,bionic texture could also collect wear debris or change the motion forms from sliding to rotation,which can reduce abnormal abrasion.The wear rate was reduced by 19.31%.The results in this paper can provide a new idea for enhancing the tribological properties of CBFMs,and can also lay the foundation for further research of bionic tribology. 展开更多
关键词 Bionic non-smooth surface Friction materials fem Wear mechanism
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Influence of SiC Content on Foaming Stability,Cell Structure,and Compression Performance of SiC/Al-Based Composite Foam Prepared by Two-Step Foaming Method
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作者 Huang Wenzhan Liu Tao +3 位作者 Chen Yao Wang Lucai Wu Jianguo You Xiaohong 《稀有金属材料与工程》 北大核心 2026年第4期890-898,共9页
SiC/Al-based composite foams were prepared by a two-step foaming method.The influence of the SiC content and its distribution uniformity on the foaming stability,cell structure,and mechanical properties of the aluminu... SiC/Al-based composite foams were prepared by a two-step foaming method.The influence of the SiC content and its distribution uniformity on the foaming stability,cell structure,and mechanical properties of the aluminum foams was investigated.The macro/micro-features of the aluminum foams were characterized and analyzed.Results demonstrate that an appropriate increase in SiC content and the uniform distribution of SiC can improve the foaming stability,optimize the cell diameter and cell wall thickness,ameliorate the cell distribution,and enhance the hardness and compressive strength of the aluminum foams.However,either insufficient or excessive SiC leads to uneven distribution of SiC particles,which is unfavorable to foaming stability and good cell structure formation.With 6wt%SiC,both the foaming stability and cell structure of the aluminum foam reach the optimal state,resulting in the highest compressive strength and optimal energy absorption capacity. 展开更多
关键词 aluminum foam two-step foaming method foaming stability cell structure HARDNESS compressive strength
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A New Inversion-free Iterative Method for Solving the Nonlinear Matrix Equation and Its Application in Optimal Control
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作者 GAO Xiangyu XIE Weiwei ZHANG Lina 《应用数学》 北大核心 2026年第1期143-150,共8页
In this paper,we consider the maximal positive definite solution of the nonlinear matrix equation.By using the idea of Algorithm 2.1 in ZHANG(2013),a new inversion-free method with a stepsize parameter is proposed to ... In this paper,we consider the maximal positive definite solution of the nonlinear matrix equation.By using the idea of Algorithm 2.1 in ZHANG(2013),a new inversion-free method with a stepsize parameter is proposed to obtain the maximal positive definite solution of nonlinear matrix equation X+A^(*)X|^(-α)A=Q with the case 0<α≤1.Based on this method,a new iterative algorithm is developed,and its convergence proof is given.Finally,two numerical examples are provided to show the effectiveness of the proposed method. 展开更多
关键词 Nonlinear matrix equation Maximal positive definite solution Inversion-free iterative method Optimal control
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SPH-FEM耦合的山岭隧道长进尺掏槽爆破研究
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作者 周松樊 孟春阳 管晓明 《低温建筑技术》 2026年第2期127-132,共6页
针对山岭隧道电子雷管进行长进尺爆破振动大、掏槽效果不佳的问题,文中采用SPH-FEM耦合方法建立掏槽爆破三维数值模型,研究单孔0~5 ms延期时间下岩石爆破粒子的抛掷情况,分析岩石破碎效果;研究不同延期时间下掏槽成腔演化历程,揭示延期... 针对山岭隧道电子雷管进行长进尺爆破振动大、掏槽效果不佳的问题,文中采用SPH-FEM耦合方法建立掏槽爆破三维数值模型,研究单孔0~5 ms延期时间下岩石爆破粒子的抛掷情况,分析岩石破碎效果;研究不同延期时间下掏槽成腔演化历程,揭示延期时间对掏槽爆破的影响机理。研究结果表明,掏槽孔同时起爆条件下粒子抛掷数量最多、距离最远;随着单孔延时增加,岩石爆破粒子数逐渐减小;其中单孔延时为1 ms时粒子数减少并不显著,2、3 ms时粒子数迅速衰减,4、5 ms时粒子数量减少趋于平缓;单孔延时为1 ms时掏槽腔面积占比最大,达到31.68%,爆破能量利用率最高,破碎效果最优。经现场试验验证,斜眼掏槽孔采用1 ms单孔延时方案,可同时实现高效破岩与爆破振动控制。研究为山岭隧道电子雷管爆破的合理延期时间的设定提供理论依据。 展开更多
关键词 隧道爆破 电子雷管 延时爆破 岩体破碎 SPH-fem耦合
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Broadband ground motion simulation and analysis of a near-fault 3D basin-mountain coupling site based on the hybrid method
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作者 Liu Zhongxian Tang Kang +2 位作者 Li Chengcheng Yuan Xiaoming Zhang Hai 《Earthquake Engineering and Engineering Vibration》 2026年第1期87-110,共24页
This study presents an effective hybrid simulation approach for simulating broadband ground motion in complex near-fault locations.The approach utilizes a deterministic approach based on the spectral element method(SE... This study presents an effective hybrid simulation approach for simulating broadband ground motion in complex near-fault locations.The approach utilizes a deterministic approach based on the spectral element method(SEM),which is used to simulate low-frequency ground motion(f<1 Hz)by incorporating an innovative efficient discontinuous Galerkin(DG)method for grid division to accurately model basin sedimentary layers at reduced costs.It also introduces a comprehensive hybrid source model for high-frequency random scattering and a nonlinear analysis module for basin sedimentary layers.Deterministic outcomes are combined with modified three-dimensional stochastic finite fault method(3D-EXSIM)simulations of high-frequency ground motion(f>1 Hz).A fourth-order Butterworth filter with zero phase shift is employed for time-domain filtering of low-and high-frequency time series at a crossover frequency of 1 Hz,merging the low and high-frequency ground motions into a broadband time series.Taking an Ms 6.8 Luding earthquake,as an example,this hybrid method was used for a rapid and efficient simulation analysis of broadband ground motion in the region.The accuracy and efficiency of this hybrid method were verified through comparisons with actually observed station data and empirical attenuation curves.Deterministic method simulation results revealed the effects of mountainous topography,basin effects,nonlinear effects within the basin’s sedimentary layers,and a coupling interaction between the basin and the mountains.The findings are consistent with similar studies,showing that near-fault sedimentary basins significantly focus and amplify strong ground motion,and the soil’s nonlinear behavior in the basin influences ground motion to varying extents at different distances from the fault.The mountainous topography impacts the basin’s response to ground motion,leading to barrier effects.This research provides a scientific foundation for seismic zoning,urban planning,and seismic design in nearfault mountain basin regions. 展开更多
关键词 hybrid ground motion simulation method spectral element method three-dimensional stochastic finite fault method near-fault basin-mountain coupling effect basin effect nonlinear effect
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Study on the effect of preparation method on denitration performance of Co-modified Ce/TiO_(2) catalyst
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作者 YU Chao ZHANG Boya +2 位作者 SHEN Kai HAN Yuxuan ZHANG Yaping 《燃料化学学报(中英文)》 北大核心 2026年第3期79-91,共13页
This study systematically conducted preparation optimization and performance investigations on Co-modified Ce/TiO_(2) catalysts,with a focus on examining how preparation methods and Co loading regulate the catalyst’s... This study systematically conducted preparation optimization and performance investigations on Co-modified Ce/TiO_(2) catalysts,with a focus on examining how preparation methods and Co loading regulate the catalyst’s low-temperature denitrification activity.After identifying optimal preparation parameters via condition screening,multiple characterization techniques-including BET,XRD,XPS,H_(2)-TPR and in situ DRIFTS-were employed to deeply analyze the catalyst’s physicochemical properties and reaction mechanism.Results demonstrated that compared to the impregnation and co-precipitation methods,the Ce-Co_(0.025)/TiO_(2)-SG catalyst(prepared by the sol-gel method with a Co/Ti mass ratio of 0.025)exhibited significantly superior denitrification activity:NO conversion remained stably above 95%in the 225−350℃ temperature range,and it displayed high N_(2) selectivity.Characterization analysis revealed that abundant surface oxygen vacancies,a high proportion of Ce^(3+) species,and prominent acidic sites collectively contributed to enhancing its low-temperature denitrification performance.This work provides reference value for the development of highly efficient low-temperature denitrification catalysts. 展开更多
关键词 preparation method Co Ce/TiO_(2) low-temperature denitration NH_(3)-SCR
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Establishment of a Determination Method for Fruit Texture in Chieh-qua Using Texture Analyzer
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作者 Ying WANG Xuan DU Na LIU 《Agricultural Biotechnology》 2026年第1期54-59,共6页
[Objectives]This study was conducted to establish a quantitative assessment method for the textural quality of chieh-qua fruit.[Methods]Using two modes of a texture analyzer,namely TPA(texture profile analysis)and pun... [Objectives]This study was conducted to establish a quantitative assessment method for the textural quality of chieh-qua fruit.[Methods]Using two modes of a texture analyzer,namely TPA(texture profile analysis)and puncture,the index data of the fruit were obtained by setting different trigger forces,deformation levels,test speeds,as well as puncture speeds and puncture depths.The data included TPA hardness,adhesiveness,springiness,cohesiveness,gumminess,chewiness,resilience,as well as skin hardness,skin toughness,flesh hardness,fracturability,and compactness.[Results]Different deformation levels had a significant impact on all parameters.Hardness,adhesiveness,gumminess and chewiness showed a trend of first increasing and then decreasing with the deformation level increasing.When the deformation level was 30%,the adhesiveness,gumminess and chewiness reached their maximum values.When the deformation level was 50%,TPA hardness reached its maximum.When the compression speed was 3 mm/s,the measured values of TPA hardness,adhesiveness,chewiness,and resilience were at their maximums.The skin hardness varied significantly under different trigger forces.When the trigger force was 15 g,the skin hardness reached a maximum value of 944.63 g,and the skin toughness,flesh hardness,fracturability,and compactness also reach their maximum values respectively.When the puncture depth was 12 mm,the flesh hardness and skin toughness reached their maximums of 682.51 g and 1.82 mm,respectively.In the TPA mode,the flesh hardness of chieh-qua showed an extremely significant negative correlation with springiness,cohesiveness,and resilience(P<0.01).The fruit fracturability detected by puncture had an extremely significant positive correlation with compactness(P<0.01).[Conclusions]The evaluation method for measuring chieh-qua texture by combining TPA and the puncture mode could accurately and quantitatively reflect the differences in the flesh texture quality of chieh-qua.The optimal parameters for texture measurement of chieh-qua fruit were determined as a 15 g trigger force with 50%deformation and a 3 mm/s compression speed in TPA mode,and a 15 g trigger force with a 12 mm puncture depth in puncture mode.Puncture speed was found to have no significant effect on the texture indices of chieh-qua. 展开更多
关键词 CHIEH-QUA Texture analyzer Texture quality Determination method
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A novel scaling method for the elastic ring supporting structure of an aero-engine rotor system: analytical and experimental investigations
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作者 Lei LI Tianyue MA +4 位作者 Zhong LUO Dongwu GAO Xiangdong GE Hui MA Shibin WANG 《Applied Mathematics and Mechanics(English Edition)》 2026年第1期1-18,共18页
The testing of large structures is limited by high costs and long cycles, making scaling methods an attractive solution. However, the scaling process of elastic rings introduces complexities in multi-parameter geometr... The testing of large structures is limited by high costs and long cycles, making scaling methods an attractive solution. However, the scaling process of elastic rings introduces complexities in multi-parameter geometric distortions, leading to a diminution in the predictive accuracy of the distorted similitude. To address this challenge, this study formulates a novel set of scaling laws, tailored to account for the intricate geometric distortions associated with elastic rings. The proposed scaling laws are formulated based on the intrinsic deformation characteristics of elastic rings, rather than the traditional systemic governing equations. Numerical and experimental cases are conducted to assess the efficacy and precision of the proposed scaling laws, and the obtained results are compared with those achieved by traditional methods. The outcomes demonstrate that the scaling laws put forth by this study significantly enhance the predictive capabilities for deformations of elastic rings. 展开更多
关键词 rotor system AERO-ENGINE elastic ring scaling method supporting structure
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Multiphysics Implicit Coupling Method for Fluid,Particles,and Large-Deformation Structures
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作者 Xiangxiang Wang Hualong Xie +3 位作者 Yue Yu Min Li Yubin Wang Fei Xing 《Computer Modeling in Engineering & Sciences》 2026年第2期367-401,共35页
This study presents an implicit multiphysics coupling method integrating Computational Fluid Dynamics(CFD),the Multiphase Particle-in-Cell(MPPIC)model,and the Finite Element Method(FEM),implemented with OpenFOAM,Calcu... This study presents an implicit multiphysics coupling method integrating Computational Fluid Dynamics(CFD),the Multiphase Particle-in-Cell(MPPIC)model,and the Finite Element Method(FEM),implemented with OpenFOAM,CalculiX,and preCICE to simulate fluid-particle-structure interactions with large deformations.Mesh motion in the fluid field is handled using the radial basis function(RBF)method.The particle phase is modeled by MPPIC,where fluid-particle interaction is described through momentum exchange,and inter-particle collisions are characterized by collision stress.The structural field is solved by nonlinear FEM to capture large deformations induced by geometric nonlinearity.Coupling among fields is realized through a partitioned,parallel,and non-intrusive iterative strategy,ensuring stable transfer and convergence of interface forces and displacements.Notably,the influence of particles on the structure is not direct but mediated by the fluid,while structural motion directly affects particle dynamics.The results demonstrate that the proposed approach effectively captures multiphysics interaction processes and provides a valuable reference for numerical modeling of coupled fluid-particle-structure systems. 展开更多
关键词 Fluid-particle-structure interaction large deformation partitioned method non-intrusive coupling
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A Cost-Effective Approach to Precisely Estimate Singlet-Triplet Energy Gaps in MR-TADF Molecules:Combining Delta Self-Consistent Field and Time-Dependent Density Functional Theory Methods
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作者 Qian Jina Dong Wang 《Chinese Journal of Chemical Physics》 2026年第1期41-50,I0021-I0032,I0042,共23页
As a novel class of purely organic fluores-cent materials,multiple resonance thermal-ly activated delayed fluorescence(MR-TADF)compounds hold significant promise for next-generation display technologies.The efficiency... As a novel class of purely organic fluores-cent materials,multiple resonance thermal-ly activated delayed fluorescence(MR-TADF)compounds hold significant promise for next-generation display technologies.The efficiency of exciton utilization and the overall performance of organic light-emit-ting devices are closely linked to the singlet-triplet energy gap(ΔE_(ST))of MR-TADF emitters.Identifying an economic and accu-rate theoretical approach to predictΔE_(ST)would be beneficial for high-throughput screening and facilitate the inverse design of MR-TADF molecules.In this study,we evaluated the S_(1)state energy(E(S_(1))),T_(1)state ener-gy(E(T_(1))),andΔE_(ST)using three different physical interpretations:adiabatic excitation ener-gy,vertical absorption energy,and vertical emission energy.We employed the time-depen-dent density functional theory(TDDFT)and delta self-consistent field(ΔSCF)methods to calculate E(S_(1)),E(T_(1)),andΔE_(ST)for 20 MR-TADF molecules reported in the literature.We compared these calculated values with experimental data obtained from fluorescence spec-troscopy at room-temperature(or 77 K)and phosphorescence spectroscopy conducted at 77 K.Our findings indicate that the vertical absorption energy at the S0 state minimum,deter-mined by theΔSCF method,accurately predicts the S_(1)state energy.Similarly,the vertical absorption energy at the S0 state minimum,calculated using the TDDFT method,effectively predicts the T_(1)state energy.TheΔE_(ST)derived from the difference between these two excita-tion energies exhibited the smallest mean absolute error of only 0.039 eV compared to the ex-perimental values.This combination represents the most accurate and cost-effective method reported to date for predicting theΔE_(ST)of MR-TADF molecules,and can be integrated into AI-driven inverse design workflows for new emitters. 展开更多
关键词 Organic light-emitting diode Multiple resonance thermally activated delayed fluorescence emitter Single-triplet energy gap Delta self-consistent field method Time-de-pendent density functional theory method
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Synchronization Stability Analysis of Multi-VSC Grid-connected System via Multi-scale Method
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作者 Meng Huang Yangjian Ling +3 位作者 Han Yan Xikun Fu Xiaoming Zha Herbert Ho-Ching Iu 《CSEE Journal of Power and Energy Systems》 2026年第1期282-293,共12页
In a multiple voltage source converter(VSC)system,the nonlinear characteristics of phase-locked loops(PLLs)and their interactions have a significant influence on the synchronization stability of converters.In this pap... In a multiple voltage source converter(VSC)system,the nonlinear characteristics of phase-locked loops(PLLs)and their interactions have a significant influence on the synchronization stability of converters.In this paper,these influences are investigated from the perspective of the time domain.First,a novel time-domain model of the multi-VSC system is obtained by using a multi-scale method.On this basis,a stability criterion is proposed to assess the synchronization stability of the system.Then,the accuracy of the time-domain model and its stability criterion in various conditions are discussed.Moreover,the negative impact of the interaction on the system is quantified.Finally,the above theoretical analysis is also verified in the controller hardware-in-the-loop(CHIL)experiments. 展开更多
关键词 Multi-scale method multi-VSC phase-locked loops synchronization stability time-domain model
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