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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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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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Accelerating Hartree-Fock Self-consistent Field Calculation on C86/DCU Heterogenous Computing Platform
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作者 Ji Qi Huimin Zhang +1 位作者 Dezun Shan Minghui Yang 《Chinese Journal of Chemical Physics》 2025年第1期81-94,I0056,共15页
In this study,we investigate the ef-ficacy of a hybrid parallel algo-rithm aiming at enhancing the speed of evaluation of two-electron repulsion integrals(ERI)and Fock matrix generation on the Hygon C86/DCU(deep compu... In this study,we investigate the ef-ficacy of a hybrid parallel algo-rithm aiming at enhancing the speed of evaluation of two-electron repulsion integrals(ERI)and Fock matrix generation on the Hygon C86/DCU(deep computing unit)heterogeneous computing platform.Multiple hybrid parallel schemes are assessed using a range of model systems,including those with up to 1200 atoms and 10000 basis func-tions.The findings of our research reveal that,during Hartree-Fock(HF)calculations,a single DCU ex-hibits 33.6 speedups over 32 C86 CPU cores.Compared with the efficiency of Wuhan Electronic Structure Package on Intel X86 and NVIDIA A100 computing platform,the Hygon platform exhibits good cost-effective-ness,showing great potential in quantum chemistry calculation and other high-performance scientific computations. 展开更多
关键词 Quantum chemistry self-consistent field HARTREE-FOCK Electron repulsion inte-grals Heterogenous parallel computing C86/deep computing unit
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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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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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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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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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FEM-DEM颗粒介质软体机械手指灵活度与刚度变化研究
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作者 汪键 薛祖武 +1 位作者 袁海洋 陈家贤 《制造技术与机床》 北大核心 2026年第3期74-82,共9页
本研究基于颗粒介质的阻塞相变效应,通过数值模拟探讨了软体机械手指的灵活度与变刚度特性。利用Abaqus软件构建了融合颗粒接触非线性力学与堆积状态演化的有限元-离散元(finite element-discrete element,FEM-DEM)耦合模型,系统模拟了... 本研究基于颗粒介质的阻塞相变效应,通过数值模拟探讨了软体机械手指的灵活度与变刚度特性。利用Abaqus软件构建了融合颗粒接触非线性力学与堆积状态演化的有限元-离散元(finite element-discrete element,FEM-DEM)耦合模型,系统模拟了机械手指在不同颗粒体积分数下的动力学响应。研究结果表明,颗粒体积分数是调控机械手指力学性能的关键参数:当体积分数低于50%时,系统处于超松散堆积状态,刚度增强有限(增幅低于2%);当体积分数处于不同堆积状态阈值内,软体机械手指的可观测性能有着明显差异。其中,体积分数超过临界阈值(约55%)进入随机紧密堆积状态后,机械手指指末端位移显著降低(最高达56.74%),整体刚度呈现非线性跃升,最大增幅可达151.29%,实现了从高灵活度向高刚度状态的转变。揭示了基于颗粒阻塞的变刚度机理,为软体机械手指的结构优化与性能预测提供了理论依据与有效的仿真设计工具。 展开更多
关键词 颗粒阻塞 体积分数 堆积态 灵活度 变刚度 软体机械手指 fem-DEM
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莲花隧道开挖稳定性的DEM-FEM数值模拟
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作者 白东升 《交通科技与经济》 2026年第2期84-90,共7页
为深入揭示软弱围岩隧道开挖失稳机理并提升其稳定性评价精度,依托萍莲高速莲花隧道工程,采用离散元法(DEM)与有限元法(FEM)耦合方法,建立二维模型并校准参数,分析隧道开挖过程中围岩应力分布、变形规律及颗粒接触力演化特征。结果表明... 为深入揭示软弱围岩隧道开挖失稳机理并提升其稳定性评价精度,依托萍莲高速莲花隧道工程,采用离散元法(DEM)与有限元法(FEM)耦合方法,建立二维模型并校准参数,分析隧道开挖过程中围岩应力分布、变形规律及颗粒接触力演化特征。结果表明:开挖初期围岩应力快速释放,引发胶结体显著破坏和位移增加;围岩位移经历“快速集中—扩展外延—渐趋稳定”的三阶段演化,形成以隧道为中心的位移梯度带;围岩应力初期集中后逐渐向深部扩散转移,最终趋于动态平衡,呈现时空渐进性;不同位置颗粒接触力分布具有明显各向异性,且其幅值与空间分布格局随开挖进程动态演化。通过精细化参数校准分析,提出基于DEM-FEM耦合的软弱围岩隧道稳定性评价方法,为类似工程的安全施工和优化设计提供依据。 展开更多
关键词 公路隧道 软弱围岩 DEM-fem 稳定性 应力变形演化
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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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人工智能与大数据背景下基于FEM模型对新质生产力的研究
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作者 周凤芹 颜研 刘京 《产业科技创新》 2025年第3期73-77,共5页
面对传统增长模式瓶颈,我国急需以技术穿透力重构生产函数。本文以科技生产力、绿色生产力、数字生产力三个维度构建新质生产力指标体系,以我国2010-2023年31个省的经济数据为样本,基于FEM(Fixed Effect Model)模型对GDP赋能新质生产力... 面对传统增长模式瓶颈,我国急需以技术穿透力重构生产函数。本文以科技生产力、绿色生产力、数字生产力三个维度构建新质生产力指标体系,以我国2010-2023年31个省的经济数据为样本,基于FEM(Fixed Effect Model)模型对GDP赋能新质生产力发展进行了实证研究,发现GDP每增长1%可驱动新质生产力指数提升10%,该结论在控制多维效应、调整变量组合及内生性检验中均保持高度稳健性。教育投入与地理区位导致区域间新质生产力赋能效应呈现显著异质性,需通过强化区域协同创新、促进技术外溢来缩小发展鸿沟,实现全域均衡提升。 展开更多
关键词 新质生产力 大数据 创新 GDP fem模型
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含铀材料侵彻装甲板FEM/SPH耦合算法模拟研究 被引量:1
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作者 陈佳辰 苏自强 +2 位作者 康晶 廉冰 王彦 《核电子学与探测技术》 北大核心 2025年第6期910-914,共5页
含铀材料侵彻装甲板的过程是一个大变形冲击动力学问题。含铀材料侵彻装甲板后不仅会对水源和土壤造成污染,还会对人体造成持久的伤害。因此,需要关注含铀材料侵彻装甲板后气溶胶的释放和沉降问题。本文基于LS-DYNA软件,使用FEM/SPH耦... 含铀材料侵彻装甲板的过程是一个大变形冲击动力学问题。含铀材料侵彻装甲板后不仅会对水源和土壤造成污染,还会对人体造成持久的伤害。因此,需要关注含铀材料侵彻装甲板后气溶胶的释放和沉降问题。本文基于LS-DYNA软件,使用FEM/SPH耦合算法对含铀材料侵彻装甲板的过程进行数值模拟,讨论了含铀材料与装甲板相互作用机制以及变形失效行为;对FEM/SPH耦合算法和FEM方法的模拟结果进行比较,分析两种方法在高速碰撞问题中的优缺点。结果表明,与FEM方法相比,FEM/SPH耦合算法能形象地模拟出高速侵彻过程中材料的破坏、飞溅等现象,此外,获取了含铀材料侵彻装甲板过程中的气溶胶转化率。 展开更多
关键词 LS-DYNA fem/SPH耦合算法 fem方法
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地震激励下等横截面无限水库频域和时域响应的FEM-SBFEM计算方法
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作者 李上明 肖世富 《应用数学和力学》 北大核心 2025年第4期425-437,共13页
坝体抗震设计和评估需要准确计算无限水库动力响应.基于比例边界有限元法(scaled boundary finite element method,SBFEM)力学推导技术,推导了顺河向地震激励下等横截面无限水域频域响应计算公式,利用Fourier逆变换建立了时域响应控制方... 坝体抗震设计和评估需要准确计算无限水库动力响应.基于比例边界有限元法(scaled boundary finite element method,SBFEM)力学推导技术,推导了顺河向地震激励下等横截面无限水域频域响应计算公式,利用Fourier逆变换建立了时域响应控制方程,通过线性叠加推导了顺河、横河、竖直三向组合地震激励下的无限水域频域和时域响应的SBFEM计算公式.结合有限元法,建立了无限水库频域和时域响应的FEM-SBFEM耦合方程.分析了地震激励下的二维、三维等横截面无限水库频域、时域响应,数值验证了所建立计算公式的正确性.所发展的FEM-SBFEM公式体系可推广应用于库底库岸具有吸收性的、横截面有任意几何形状的无限水库谐响应及瞬态响应分析. 展开更多
关键词 无限水库 瞬态分析 谐响应分析 比例边界有限元 有限元
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Two new integrable couplings of the soliton hierarchies with self-consistent sources 被引量:7
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作者 夏铁成 《Chinese Physics B》 SCIE EI CAS CSCD 2010年第10期49-56,共8页
A kind of integrable coupling of soliton equations hierarchy with self-consistent sources associated with s/(4) has been presented (Yu F J and Li L 2009 Appl. Math. Comput. 207 171; Yu F J 2008 Phys. Lett. A 372 6... A kind of integrable coupling of soliton equations hierarchy with self-consistent sources associated with s/(4) has been presented (Yu F J and Li L 2009 Appl. Math. Comput. 207 171; Yu F J 2008 Phys. Lett. A 372 6613). Based on this method, we construct two integrable couplings of the soliton hierarchy with self-consistent sources by using the loop algebra sl(4). In this paper, we also point out that there are some errors in these references and we have corrected these errors and set up new formula. The method can be generalized to other soliton hierarchy with self-consistent sources. 展开更多
关键词 TC hierarchy generalized Burgers hierarchy self-consistent sources integrable couplings loop algebra
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EXTENSION OF COMBINED SELF-CONSISTENT AND MORI-TANAKA APPROACH TO EVALUATION OF ELASTOPLASTIC PROPERTY OF PARTICULATE COMPOSITES 被引量:5
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作者 Xianghe Peng Ning Hu +1 位作者 Xuesong Long Hengwei Zheng 《Acta Mechanica Solida Sinica》 SCIE EI CSCD 2013年第1期71-82,共12页
The combined self-consistent and Mori-Tanaka approach proposed for the evaluation of the effective elastic property of particulate composites is extended to evMuate the effective elastoplastic property of particulate ... The combined self-consistent and Mori-Tanaka approach proposed for the evaluation of the effective elastic property of particulate composites is extended to evMuate the effective elastoplastic property of particulate composites. Suppose there are sufficient identical particle inclusions with total volume fraction c in a representative volume element (RVE) of a particulate composite, these inclusions are separated into two groups, with volume fractions (1 -A-1)c and c/A over the RVE, respectively. We assume that the first group of inclusions has already been embedded in the original matrix to form a fictitious matrix, and the RVE of the composite consists of the fictitious matrix and the second group of particle inclusions. The property of the fictitious matrix is determined by the conventional self-consistent scheme, while the effective elastoplastic property of the composite is determined by the conventional Mori-Tanaka scheme. Analysis shows that, the conventional Mori-Tanaka scheme and self-consistent scheme can be obtained as the two limit cases of the extended approach as A = 1 and A = c~, respectively. The constitutive behavior of the inclusions in either Group I or Group II is identical, indicating the consistency in the description of the constitutive behavior in the two steps. ~klrthermore, the effective elastoplastic behavior of some typical particulate composites is analyzed, and the satisfactory agreement between the computational and experimental results demonstrates the validity of the extended approach. The introduced A can serve reasonably as a parameter, which is related to the actual property of composites and can be identified by experiments, for a more accurate evaluation of the effective elastoplastic property of particulate composites. 展开更多
关键词 particulate composite elastoplasticity effective property combined self-consistent and Mori-Tanaka approach
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Solving Non-Isospectral mKdV Equation and Sine-Gordon Equation Hierarchies with Self-Consistent Sources via Inverse Scattering Transform 被引量:2
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作者 李琪 张大军 陈登远 《Communications in Theoretical Physics》 SCIE CAS CSCD 2010年第8期219-228,共10页
N-soliton solutions of the hierarchy of non-isospectral mKdV equation with self-consistent sources andthe hierarchy of non-isospectral sine-Gordon equation with self-consistent sources are obtained via the inverse sca... N-soliton solutions of the hierarchy of non-isospectral mKdV equation with self-consistent sources andthe hierarchy of non-isospectral sine-Gordon equation with self-consistent sources are obtained via the inverse scatteringtransform. 展开更多
关键词 the non-isospectral mKdV equation with self-consistent sources the non-isospectral sine-Gordon equation with self-consistent sources the inverse scattering transform exact solutions
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A New Integrable Couplings of Classical-Boussinesq Hierarchy with Self-Consistent Sources 被引量:3
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作者 葛健芽 夏铁成 《Communications in Theoretical Physics》 SCIE CAS CSCD 2010年第7期1-6,共6页
A kind of integrable couplings of soliton equations hierarchy with self-consistent sources associated with sl(4) is presented by Yu. Based on this method, we construct a new integrable couplings of the classical-Bou... A kind of integrable couplings of soliton equations hierarchy with self-consistent sources associated with sl(4) is presented by Yu. Based on this method, we construct a new integrable couplings of the classical-Boussinesq hierarchy with self-consistent sources by using of loop algebra sl(4). In this paper, we also point out that there exist some errors in Yu's paper and have corrected these errors and set up new formula. The method can be generalized other soliton hierarchy with self-consistent sources. 展开更多
关键词 the classical-Boussinesq hierarchy self-consistent sources integrable couplings loop algebra
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Finite element analysis using elasto-visco-plastic self-consistent polycrystal model for E-form Mg sheet subjected to bending 被引量:3
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作者 Bohye Jeon Min-Seong Kim +1 位作者 Shi-Hoon Choi Youngung Jeong 《Journal of Magnesium and Alloys》 SCIE EI CAS CSCD 2023年第4期1393-1407,共15页
The mechanical behavior of a magnesium alloy E-form under bending was investigated using the elasto-visco-plastic polycrystal model(ΔEVPSC) and its finite element(FE) implementation(ΔEVPSC-FE) developed in Jeong et ... The mechanical behavior of a magnesium alloy E-form under bending was investigated using the elasto-visco-plastic polycrystal model(ΔEVPSC) and its finite element(FE) implementation(ΔEVPSC-FE) developed in Jeong et al. and Jeong and Tomé. The crystallographic orientation distribution(COD) obtained from X-ray diffraction was used to represent the initial texture, and the Voce hardening parameters were calibrated by fitting the uniaxial tension and the compression flow stress curves. A quasi-static FE analysis of a miniaturized V-bending operation was conducted using the ΔEVPSC-FE model. The bending induced an inhomogeneous stress response along the through-thickness and the lateral directions, which was well captured by the model. Moreover, the predictive capability of the model was validated by comparing with various experimental results such as(1) force vs. displacement curves;(2) the through-thickness variations in the twin volume fraction;and(3) the changes in crystallographic texture as a function of displacement. Additional bending simulation was performed using an isotropic texture, the result of which suggests that the potential improvement in bendability of the magnesium alloy is attainable by weakening the initial texture. Moreover, the simulation results imply that the crystallographic texture, which may affect the twin activation across the thickness direction, plays a significant role in the shifting direction of the neutral layer. 展开更多
关键词 fem Texture V-bending POLYCRYSTAL MAGNESIUM Elasto-visco-plasticity
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Integrable Coupling System of JM Equations Hierarchy with Self-Consistent Sources 被引量:2
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作者 于发军 李丽 《Communications in Theoretical Physics》 SCIE CAS CSCD 2010年第1期6-12,共7页
We propose a systematic method for generalizing the integrable couplings of soliton eqhations hierarchy with self-consistent sources associated with s/(4). The JM equations hierarchy with self-consistent sources is ... We propose a systematic method for generalizing the integrable couplings of soliton eqhations hierarchy with self-consistent sources associated with s/(4). The JM equations hierarchy with self-consistent sources is derived. Furthermore, an integrable couplings of the JM soliton hierarchy with self-consistent sources is presented by using of the loop algebra sl(4). 展开更多
关键词 JM equations hierarchy self-consistent sources integrable couplings
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