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  • 25 June 2026 Volume 47 Issue 2
      

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  • WANG Huamiao, JIANG Yufan, XIAO Yuxian, ZHAO Feichang, ZHANG Xiaodan, WU Peidong
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    The macroscopic plastic deformation of crystalline materials fundamentally originates from the cumulative effect of microscopic dislocation motions, such as slip and climb, on specific crystallographic planes. Traditional plasticity theories primarily rely on mathematical formulations to describe the macroscopic stress-strain relationship, falling short of elucidating the underlying microscopic mechanisms of crystal plasticity. Based on the fundamental principles of crystal plasticity, this paper systematically reviews the theoretical framework comprising phenomenological models, physics-based constitutive models, and their extensions. Furthermore, the methodological and cross-disciplinary extensions of this theory are explored in depth. These encompass crystal plasticity-phase field (CP-PF) coupled models, multi-scale modeling, integration with advanced three-dimensional (3D) diffraction characterization techniques, and the application of data-driven machine learning algorithms. Finally, future perspectives and challenges for the development of this field are discussed.
  • ZHOU Zijian, LI Lixia, LI Zhimin, LIU Tao, XU Jijin, SHI Ruxing
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    To address the limitations of traditional Rapidly-exploring Random Tree (RRT) algorithms in robotic path planning—such as low sampling efficiency, poor path quality, and insufficient consideration of joint torque and motion smoothness constraints—we propose an Adaptive RRT with Mechanical Constraints (ARRT-MC). This algorithm enables efficient, safe and smooth path generation for six-degree-of-freedom robotic arms in joint space. The algorithm employs Sobol sequence to generate initial samples, combines a collision feedback-driven adaptive bias mechanism to dynamically adjust sampling density and direction, thereby improving coverage and convergence speed. During parent node selection phase, a multi-objective cost function is introduced to comprehensively balance path length, maximum joint torque, motion smoothness, and environmental guidance, achieving global optimization of path quality. The expansion phase incorporates a collision-and-moment-feedback-based joint expansion strategy for starting and target points, along with dynamic step-length adjustment, to enhance path guidance and robustness. By integrating bidirectional asynchronous path pruning with local optimization, adaptive smoothing, and local optimization mechanisms, the algorithm effectively eliminates redundant paths, improves trajectory continuity, and suppresses joint torque fluctuations. Numerical results demonstrate that the proposed algorithm significantly outperforms traditional methods in path quality, convergence efficiency, and motion performance, showing promising engineering application potential.
  • BAO Heng, SONG Yicheng
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    不规则颗粒;锂离子电池;电化学;应力;电极结构
  • HUANG Rihua, FENG Miaolin, HU Yandong
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    裂纹分割;深度学习;断裂力学;CNN;Transformer
  • FENG Wenjie, FAN Jinming, LI Xiao, LI Yinghui
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    钻柱系统;Timoshenko理论;横向振动;格林函数;模态响应
  • XIA Zhenting, SHE Ze, WANG Xin, YANG Fan
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    股骨转子间骨折;髓内钉;有限元分析;骨质疏松
  • HAN Xin, ZHANG Yi
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    Birkhoff系统;Herglotz方程;梯度系统;稳定性
  • SUN Chengzhi, ZHOU Rongxin
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    四点弯曲;相场法;断裂过程区;钢筋混凝土;尺寸效应
  • CHEN Hanning, ZHOU Yechao, ZHANG Di, LI Jian, XU Wu
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    This study develops a simple and reliable method for estimating material fracture toughness. Three-dimensional images of the fatigue fracture surfaces are obtained by scanning ZM6 magnesium alloy round bars fractured under different stress levels. The locations of the crack fronts at final fracture are identified by distinguishing the difference in roughness between the fatigue zone and the instantaneous fracture zone. Finite element models containing critical cracks under various loading conditions are established using the 3D crack modeling software Franc3D. Elastic and plastic analyses are subsequently performed using Abaqus  to obtain the plastic zone size near the crack tips. By applying Irwin's plastic zone correction, the critical stress intensity factors, which take plasticity effects into account, are derived. The results show that the critical stress intensity factors calculated from specimens fractured under various stress levels are essentially consistent, with a relative difference of 8.7% compared to the fracture toughness obtained from standard specimens. Consequently, the fatigue testing of round bars not only characterizes fatigue performance, but also provides the fracture toughness using the present approach.
  • WU Xiaofeng, WU Jian, LI Yuchun
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    Under periodic loading, beam structures may experience both ordinary resonance and parametric resonance, which can lead to catastrophic consequences. Therefore, structural engineers require a simple and practical method for calculating the large-amplitude nonlinear resonant response of beam structures to assess structural safety. This paper provides an analytical method based on the Vector Form Intrinsic Finite Element (VFIFE) method for analyzing nonlinear parametric resonance in beam structures. This method is also applicable to the analysis of ordinary resonance responses. This paper takes a simply-supported beam as an example to simulate its nonlinear ordinary and parametric resonance responses under periodic loading using the VFIFE method, and discusses the resultant nonlinear vibration characteristics. The results demonstrate that the VFIFE method effectively simulates large-amplitude nonlinear ordinary resonance and parametric resonance in the simply-supported beam. The nonlinear effects of the structural motion suppress the divergence of the structural response, constraining the displacement amplitude of oscillation to a finite range. In the competition between ordinary resonance and parametric resonance, ordinary resonance usually holds a competitive advantage.
  • ZHOU Lin, ZHANG Luyao, WANG Bofu
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    Direct numerical simulation is employed to investigate the modulation mechanism of Spanwise Wall Oscillation (SWO) on channel turbulence within the transitional Reynolds number regime. The results indicate that the control effect of SWO on the mean flow field is consistent with that at high Reynolds numbers, characterized by an upward shift of velocity profiles and a reduction in Reynolds shear stress. However, the response of turbulence intensities exhibits significant Reynolds number dependence. Unlike the universal suppression of velocity fluctuations in all three directions observed at high Reynolds numbers, SWO in the transitional regime primarily suppresses streamwise fluctuations, has a negligible effect on wall-normal fluctuations, and significantly enhances spanwise fluctuation intensity. Probability density function analysis further reveals a mechanism of structural restructuring: as the Reynolds number decreases, SWO induces an increase in small-scale streamwise structures while promoting the growth of large-scale spanwise structures. Furthermore, with increasing Reynolds number, the density of vortex structures increases, the laminar patches shrink, and the turbulence intermittency rises significantly. Analysis of the Turbulent Kinetic Energy (TKE) budget reveals that SWO attenuates turbulence by suppressing the production and diffusion terms of TKE, while simultaneously altering the spatial distribution of dissipation, reducing it in the viscous sublayer and enhancing it in the buffer layer.
  • GUO Jianfeng, WANG Yanchao, XIE Huixiang, TANG Yuanchen, ZHAO Zhipeng
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    As a critical junction connecting the subway station and the tunnel, the subway station end well plays a vital role in the safety of urban rail transit, making its seismic performance of paramount importance. To investigate the effectiveness of a rubber isolation system in enhancing the seismic performance of the end well structure, this paper conducts a case study based on a typical engineering project. A three-dimensional finite element model of the soil-isolated end well interaction system was established using Abaqus software, with the equivalent linearization method employed to account for soil nonlinearity. Seismic response analyses were performed for the isolated structure in a soft soil site under three different types of input ground motions: ordinary, near-fault, and far-fault waves. The study compares and discusses the effects of the isolation system's design parameters and the different ground motion types on the structural response. The results indicate that, the performance design of the rubber isolation system needs to strike a balance among acceleration, displacement, and internal force responses. It is recommended to set the horizontal stiffness ratio to approximately 0.275 and the nominal damping ratio to approximately 0.06. Compared with the uncontrolled system, the rubber isolation system reduces the acceleration, displacement, and internal force responses of the subway station end well structure by approximately 14.68%, 38.96%, and 48.61%, respectively. While increasing the horizontal stiffness and damping ratio of the isolation system improves acceleration control, it also leads to an upward trend in the internal forces at the column ends, highlighting the need for a reasonable selection of design parameters. Furthermore, the isolation system demonstrates good robustness under different types of ground motions, effectively improving the overall seismic performance of the subway station end well structure.
  • LIAO Bingqing, HUANG Cheng, HE Zhancheng, TU Jiahuang
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    With the national strategy inclined to the marine field, the utilization of marine energy has become the focus of a large number of experts and scholars. Vortex induced vibration of cylindrical structures will occur in the complex incoming flow environment in the ocean, and its energy efficiency and dynamic characteristics have attracted much attention. Based on computational fluid dynamics software, the vortex induced vibration of a cylinder in uniform flow is numerically simulated, and the regulation mechanism of different Reynolds numbers on the vortex induced vibration response and energy capture efficiency of the cylinder are explored. The research shows that when the Reynolds number increases from laminar/low turbulence (Re = 400/1 000) to subcritical turbulence (Re = 3 900), the system changes from “classical narrow-band locking” to “strong nonlinear multistable locking”. At high Reynolds number, the flow separation is intensified, the vortex shedding mode is complicated, which induces stronger fluid force, and makes the structural vibration frequency captured by the vortex shedding frequency, forming a bistable locking branch that can change abruptly. Combined with wavelet analysis, it is found that the time-frequency coherence between velocity and lift is very high. This dynamic transformation directly determines the energy capture efficiency, which is controlled by the nonlinear coupling of amplitude, frequency and fluid force. Under the case of high Reynolds number, the efficiency reaches the peak value of 0.376 (Ur = 6) due to this mechanism. Its core advantage is that the reduced velocity bandwidth of the efficient energy capture interval (η > 0.15) is significantly widened from about 2~4 at low Re to 7, and the velocity threshold of effective energy capture is significantly reduced. To realize the vortex induced vibration energy capture with wide frequency band and high robustness, it is necessary to actively utilize the nonlinear multistability characteristics induced by high Reynolds number.
  • XIE Yu, WANG Yuanbin, DUAN Huchen, ZHANG Junhui, SONG Fei, WANG Huaning
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    This study conducts stability analysis of a fissured loess slope under extreme rainfall conditions. A series of numerical tests have been carried out using a fully coupled hydro-mechanical framework, and the resulting seepage and mechanical fields have been analysed. In the constitutive modelling, Darcy's law and an elasto-viscoplastic constitutive model are used to characterise the hydraulic and mechanical phases, respectively. Specifically, the mechanical constitutive model couples cohesion with water saturation, representing the collapsible and water-softening properties of loess. The numerical model for a fissured slope has been verified by comparison with previous numerical studies. In parametric analyses, the effects of fissure depth and width on the hydro-mechanical responses and slope stability have been thoroughly investigated. Some conclusions have been achieved: for unsaturated seepage flow, fissures pose a preferential flow path under extreme rainfall. In terms of failure mechanisms, fissure depth directly affects the safety factor of slopes. The findings of this study can support stability analysis for loess slopes when involving engineering applications.
  • AI Huilin, SUO Haijun
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    The wind pressure time history on low-rise building surfaces is jointly affected by approaching wind direction, tap location, and local flow separation, exhibiting pronounced nonlinear and non-stationary characteristics. To address the limitation that existing studies mainly focus on statistical wind pressure prediction while paying insufficient attention to surface wind pressure time-history prediction, this study introduces the Bayesian optimization-based long short-term memory network (BO-LSTM) into wind pressure time-history prediction for low-rise buildings. A surface-grouped modeling framework is developed for different building surfaces, integrating wind pressure temporal features, tap spatial information, and wind direction features to characterize the time-history evolution of different taps on the same surface. The validation results based on the TPU low-rise building wind tunnel database show that the proposed method exhibits good prediction stability under different wind directions and on different building surfaces. Compared with the empirical-parameter LSTM, it can more effectively capture the overall fluctuation patterns of wind pressure time histories. For wind directions not included in training, the model can still reasonably reproduce the spatial distributions of mean and fluctuating wind pressure coefficients, indicating a certain generalization capability with respect to wind direction. Prediction errors are mainly concentrated in strongly separated flow regions, such as the roof leading edge, ridge, and corner zones, suggesting that the prediction of extreme negative pressure and high-frequency fluctuations remains a key issue for further improvement. The results provide an effective data-driven approach for rapid wind pressure time-history prediction on low-rise building surfaces and wind load assessment under unknown wind directions.
  • GUO Hongbing, YANG Jun, FU Wenguang, ZHAO Jiankun, YANG Yue, FAN Ziming
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    Galloping of iced transmission lines may lead to line collisions, wire breakage, or tower collapse accidents. Although traditional experimental and numerical simulation methods are effective, they suffer from high computational costs and difficulties in real-time prediction. This paper proposes a physics-data fusion method based on the Kolmogorov-Arnold network (KAN) for galloping prediction of iced transmission lines. First, a nonlinear dynamic model considering aeroelastic-structural coupling is established, which is reduced to a one-dimensional dynamic equation through modal analysis to capture the self-excited vibration mechanism. Then, the KAN network is introduced into the prediction framework to map environmental parameters to galloping responses. Numerical examples demonstrate that the proposed method achieves a coefficient of determination exceeding 0.95 on the test set, with low MAE and RMSE values. This study provides an efficient and interpretable solution for online early warning of transmission lines and expands new pathways for the application of physics-informed machine learning in structural wind engineering.
  • LI Yangtian, ZHANG Chunwei
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    With the extensive use of fly ash-slag concrete, the issue of concrete slump has garnered significant attention. Accurately assessing the impact of uncertain factors on concrete slump is beneficial for the long-term safe application of fly ash-slag concrete. Considering the uncertainties in the content of cement, fly ash, blast furnace slag, water, superplasticizer, coarse aggregate, and fine aggregate in concrete composition, a slump model for fly ash-slag concrete was developed. By incorporating global sensitivity analysis theory, a sensitivity analysis method for concrete slump based on sparse polynomial chaos expansion was proposed to accurately and efficiently identify key input random variables affecting concrete slump. Through random sampling of 103 concrete samples, the accuracy and efficiency of the proposed method were validated. The influence of uncertainties in the content of various concrete components on slump was analyzed. It was found that slag, fly ash, and superplasticizer were the ranked results in descending order of importance for the slump of the concrete samples used.
  • CHEN Xiaoran, LU Yulin, WANG Li
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    The intermediate principal stress exerts a significant influence on the plastic zone distribution of the coal surrounding borehole. Based on the elasto-plastic theory combined with the Mogi-Coulomb criterion, the theoretical solution considering the effect of the intermediate principal stress for the stress and deformation of the coal surrounding borehole is derived. The results show that the theoretical solution exhibits obvious symmetric interval characteristics and can effectively simulate the failure laws of the coal surrounding borehole affected by different intermediate principal stresses. When the intermediate principal stress coefficient is 0.5, the radius of the plastic zone reaches the minimum value. The radius of the plastic zone calculated by the Mohr-Coulomb criterion is a special case of the solution derived from the Mogi-Coulomb criterion, and also serves as its upper limit. Correspondingly, the distribution range of the plastic zone is wider, leading to a relatively large deviation from the actual results. The geometric morphology of the plastic zone and the stress path distribution around the borehole wall obtained by numerical simulation are in good agreement with the analytical solutions, which verifies the reliability of the theoretical analysis. The lateral pressure coefficient and the intermediate principal stress coefficient play important roles in the deformation and evolution of the plastic zone. Additionally, the appropriate selection of the intermediate principal stress coefficient is the basis for the reasonable evaluation of the damage state of the coal surrounding borehole, and this conclusion has also been verified by engineering practices.