28 November 2026, Volume 45 Issue 22
    

  • Select all
    |
    VIBRATION THEORY AND INTERDISCIPLINARY RESEARCH
  • LI Huokun1, JIN Zhongyan1, WANG Gang1, 2, TANG Yiyuan1, LIU Bo1, 2
    Journal of Vibration and Shock. 2026, 45(22): 1-13.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Although modal parameter estimation and uncertainty quantification can be achieved by Bayesian inference-based modal identification methods, for discharge structures with multiple measurement points, high order, and closely spaced modes, difficulties are encountered in solving the high-dimensional posterior integral, and moreover the full-parameter posterior inference is of high complexity.Therefore, a method for the operational modal analysis of discharge structures based on variational Bayesian inference was proposed, aiming at the uncertainty quantification of structural modal parameters.In the method, the frequency response function relationship was first introduced into the prior of modal amplitudes, so that natural frequencies and damping ratios were allowed to participate in posterior updating through frequency-domain response characteristics.Then, structured variational inference was adopted to convert the approximate posterior solution into an evidence lower bound optimization problem.Under this framework, the modal amplitudes, mode shapes, and noise precision were obtained through closed-form posterior updating, while the natural frequencies and logarithmic damping ratios were iteratively estimated via the stochastic gradient ascent approach.Finally, the proposed method was validated using prototype observation data from a sluice discharge structure.The results show that the method can effectively identify modal parameters under the condition of closely spaced modes and quantify their uncertainties, thus providing a new approach for the operational modal analysis of discharge structures.
  • CHEN Juan1, 2, WU Lei1, 2, CHENG Hui3, 4, TANG Langzhou2, PAN Guirong3, CUI Zhen2, NIU Tianwu3, DI Shengjie2
    Journal of Vibration and Shock. 2026, 45(22): 14-25.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Existing researches on the fault-rupture-resistant design of crossing structures focus on the structures of tunnels, bridges and aqueducts, while studies on tailrace open channels remain scarce.The Zhangye Pumped Storage Hydropower Station was taken as the engineering background and the fault-crossing issue of the tailrace open channel connection section at the eastern margin of Yumu Mountain was investigated.The numerical simulation and physical model testing were combined to analyze the effects of the adaptive structure and key parameters on mechanical responses.The results show that the fault rupture resistance is improved by adopting adaptive structures, reducing panel sizes or increasing the structural thickness.Non-orthogonal intersection between fault zone and channel axis induces the torsional shear and complex deformation.The study clarifies the resistance mechanism and supports the fault-rupture-resistant design of similar projects.
  • SHEN Yinlan1, 2, YAN Xingchen1, 2, XU Shizheng1, 2, LIU Hui3
    Journal of Vibration and Shock. 2026, 45(22): 26-37.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    A field investigation was carried out on traditional village dwellings consisting of timber frames with stone and earth infill in northern China.Considering the need for the architectural style protection of the traditional village and the main phenomena of the infill wall collapse but with minimal damage to the timber frame in an earthquake, the method of using polymer mortar on one side to retrofit the timber frame with earth and stone infill was proposed.According to the size of representative residential houses, two full-size hybrid specimens were designed and fabricated.The in-plane static cyclic tests were carried out.The failure modes and interaction mechanisms of the reinforced hybrid structures were studied, and key seismic parameters such as lateral bearing capacity, stiffness degradation and energy dissipation were analyzed.The overall nonlinear hysteresis behavior was evaluated based on the hysteresis rule of Pinching4 model in OpenSees.The feasibility of the reinforcement method was discussed and some suggestions for improvement were put forward.The results show that deformation incompatibility exists between the infill wall and the timber frame.The compressive action of the timber frame exerts a fatal impact on the double-layer interlocking masonry of earth-stone infill walls, which is highly prone to cause early detachment of the stone wall.Additionally, the diagonal bracing effect leads to the collapse of the stone wall at the corner.The single-sided reinforcement using polymer mortar was implemented, and it is found that the reinforced surface retains its integrity without collapse, whereas a fan-shaped collapse zone emerges at the corner of the unreinforced side.The reinforced hybrid walls has higher lateral stiffness, with a greater lateral bearing force (30%) than the unreinforced wall.The improvement of the lateral resistance of the hybrid structure by using only the polymer mortar reinforcement on one side is limited.The lateral stiffness of the timber frame should be further strengthened to reduce the damage caused by the deformation incompatibility between the infill wall and the timber frame.A single diagonal brace model was established to effectively characterize the hysteretic behavior of the timber-stone hybrid wall, which provides a basis for the overall structural calculation of traditional dwellings.
  • JIANG Tianyong, WANG Yuxing, YU Chenyu, WANG Lei
    Journal of Vibration and Shock. 2026, 45(22): 38-49.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To address the high safety risks of manual target installation in traditional visual cable force measurement and the computational limitations of deep learning algorithms for real-time edge monitoring, this paper proposes a lightweight, target-less cable force identification method fusing Adaptive Canny Edge Detection and Normal-Constrained Kanade-Lucas-Tomasi (NC-KLT) optical flow. First, to tackle feature extraction challenges caused by illumination variations, an adaptive thresholding strategy based on the Maximum Entropy Principle is introduced to optimize the Canny operator, effectively mitigating interference from complex lighting and background noise by dynamically determining the optimal segmentation threshold via local gradient entropy. Second, to eliminate the aperture problem arising from the lack of longitudinal texture in cables, the NC-KLT tracking model is developed to strictly constrain the 2D optical flow search space to the edge's normal direction, geometrically resolving non-physical sliding errors along the cable axis. Finally, a synergistic processing of displacement time histories using the Median Absolute Deviation (MAD) and rolling median filtering is employed to eliminate low-frequency baseline drift caused by environmental wind loads and camera shake. Experimental results demonstrate that the improved optical flow trajectories form stable reciprocating straight lines, effectively eradicating sliding components along the cable axis and successfully removing low-frequency trends induced by camera vibration. Quantitative analysis shows that cable force calculation errors are stably controlled within 3.52%, and fundamental frequency identification errors are merely 0.38%, with high consistency across observation distances of 3 m and 6 m. The study confirms that the proposed method ensures computational efficiency while maintaining strong environmental robustness, effectively avoiding the safety risks of manual target setup and demonstrating significant engineering application value.
  • ZHANG Hai, CHEN Xuanhao, LIU Zhongxian, HAN Bing
    Journal of Vibration and Shock. 2026, 45(22): 50-59.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Rayleigh waves, characterized by large amplitude, slow attenuation along the propagation path, and long period, have caused significant structural damage in numerous earthquakes. Dynamic soil-structure interaction under Rayleigh wave is investigated by a two-dimensional model of a multi-degree-of-freedom structure supported by a rigid foundation embedded in deep layered soils using the indirect boundary element method. The analysis demonstrates that for the problem of dynamic soil-structure interaction in deep sites under Rayleigh waves, using a homogeneous site model may significantly underestimate the displacement response amplitude of the structure, with errors exceeding 20% in all nine calculation cases presented, reaching a maximum of 57.49%. The soil layers near the surface have a notable impact on the dynamic structural response, while the influence of deeper soil layers diminishes but remains non-negligible. Simplified site models commonly adopted, such as those retaining only the near-surface overlying soil layers, may introduce non-negligible errors. Accordingly, layered site models that reflect the actual stratigraphic profile characteristics should be utilized in analysis.In addition, for incident Rayleigh waves, the peak of the displacement response is significantly greater than that for SV waves, with this difference being more pronounced for taller structures, reaching up to 60% in the presented cases.
  • LIU Zhidong1, ZHOU Xiandong1, MA Cunming2, 3, CHEN Tianyu2, 3
    Journal of Vibration and Shock. 2026, 45(22): 60-68.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    When a vehicle passes through a bridge pylon region, the pylon shielding effect and the flow induced by vehicle motion jointly cause abrupt variations in the vehicle aerodynamic loads. Existing studies have mostly adopted idealized step loads or stationary vehicle models, while the quantitative characterization of abrupt aerodynamic-load variations and their safety effects during vehicle passage through pylon regions remains insufficient. Taking a double-deck steel truss girder cable-stayed bridge as the engineering background, this study employs an overset-grid computational fluid dynamics method to simulate the dynamic passage of a box truck through the highway pylon region. The abrupt variations in aerodynamic coefficients are analyzed, and their characteristics under resultant wind yaw angles of 10°–80° are quantified using the mutation amplitude, mean mutation amplitude, mutation width ratio, and maximum mutation rate. The aerodynamic-force time histories obtained from computational fluid dynamics are further introduced into a multibody vehicle dynamics model to evaluate rollover and sideslip risks. The results show that the aerodynamic coefficients exhibit asymmetric abrupt variations when the vehicle enters and leaves the pylon region, mainly due to the interaction between the pylon shielding zone and the vehicle wake. The yaw moment coefficient is the most sensitive to the wind-load variation, with its mutation amplitude reaching a peak at 40° and its mutation rate reaching a maximum at 20°. As the resultant wind yaw angle increases, the mutation rates of the side-force, roll-moment, and yaw-moment coefficients generally decrease. The rollover and sideslip risks fluctuate synchronously with the aerodynamic-load variation in the pylon region, and the sideslip risk is more sensitive to the wind-load variation. These findings indicate that local aerodynamic-load variation is a key factor controlling the driving safety of trucks on the highway pylon region of this type of bridge.
  • ZHANG Wei1, 2, SHU Qifan3, LIU Zhangjun1, 3, HAO Jing3, SHEN Zhaokun2
    Journal of Vibration and Shock. 2026, 45(22): 78-85.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In bridge seismic design and structural response analysis, the rational selection of input ground motions plays a crucial role in ensuring the reliability of seismic response results. To address the limitations of traditional design response spectrum matching methods, including computational efficiency caused by repeated iterative adjustments, as well as insufficient physical rationality and incomplete probabilistic information of generated ground motion samples, this study proposes a dimension-reduction simulation method for nonstationary stochastic ground motions with high compatibility with bridge seismic design response spectrum. First, the identification of the undetermined parameters in the stochastic evolutionary power spectral density model is formulated as an optimization problem aiming to the design response spectrum, and the particle swarm optimization algorithm is then employed to calibrate the relative parameter values. On this basis, combined with the dimension-reduction simulation method, a representative sample set of nonstationary stochastic ground motions highly consistent with the design response spectrum is directly generated. Numerical simulation case studies for E1 seismic action demonstrate that the mean relative error between the average response spectrum of the generated representative sample set and the design response spectrum is less than 10%, indicating satisfactory engineering accuracy. Meanwhile, the generated representative sample set preserves complete probabilistic information, which possesses the capability to be integrated with the probability density evolution method, and can therefore provide reliable ground motion inputs for refined seismic reliability assessment of bridge structures. 
  • QU Yancheng1, XU Kefan1, JIA Xuehui1, ZHANG Guanghui1, LIN Zehao1, WANG Qiang2
    Journal of Vibration and Shock. 2026, 45(22): 86-92.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To explore the impact of swaying motion caused by wind and wave interference on the stability of ship power plants, a sliding bearing-rotor test system integrated with a six-degree-of-freedom swing table was designed and built in this paper. The dynamic responses of the system under static conditions and different roll angles at a swing frequency of 0.1 Hz were comparatively analyzed. The results show that the additional inertial load generated by the rolling motion significantly weakens the stability of the sliding bearing-rotor system. When the roll angle reaches 30º, the instability speed of the system decreases from 3500 r/min in the static condition to 3023.66 r/min, with a drop of about 13.6%. In addition, as the roll angle increases, the amplitude of the 0.5X frequency increases accordingly. When the roll angle reaches 30º, the low-frequency amplitude is about 3 times the corresponding amplitude under the non-rolling condition. The above research provides an important experimental reference for the safe operation and stability design of marine power systems. 
  • GUO Xin, LI Weirong, LIU Yan, ZHOU Guojian
    Journal of Vibration and Shock. 2026, 45(22): 93-101.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    A Deep Neural Network (DNN) model with unit acoustic impedance as the prediction target is constructed to address the low computational efficiency of theoretical formulas in calculating the sound absorption coefficient of Helmholtz Resonators with Embedded Apertures (HREA) and the inability of existing machine learning models to accommodate modules with variable unit quantities. This model indirectly realizes the prediction of the sound absorption coefficient of HREA modules with arbitrary parallel units and integrates the Differential Evolution algorithm for structural optimization. Experimental results demonstrate: 1) Through training and hyperparameter tuning, the DNN model achieves a determination coefficient of 0.9988 for acoustic impedance prediction on the test dataset, and the determination coefficient of sound absorption coefficient prediction based on predicted acoustic impedance reaches 0.9866, indicating high predictive accuracy; 2) The proposed model exhibits excellent versatility, can be flexibly applied to HREA modules with different numbers of units. In optimization design, its computational efficiency is over 20 times higher than that of theoretical formulas.
  • XU Xingqian1, 2, ZHU Xiang1, WANG Yonghao1, YANG Yuanjun1, ZHAO Xi1, WANG Haijun3, 4, CUI Yang2
    Journal of Vibration and Shock. 2026, 45(22): 102-110.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To investigate the correlation between elastic wave velocities and undrained shear strength of saturated red clay, consolidated undrained (CU) tests were conducted on triaxial saturated specimens with varying dry densities using a triaxial bending element system. This study analyzed the variation patterns of elastic wave velocities and their relationship with undrained shear strength, ultimately proposing an evaluation model for undrained shear strength. The results demonstrate: (1) Both compressional and shear wave velocities exhibit positive correlations with confining pressure and burial depth, showing strong power function relationships (R²>0.95). The increasing rates of wave velocities decelerate when confining pressure exceeds 200 kPa or burial depth surpasses 12.5 m. A significant linear correlation exists between compressional and shear wave velocities. (2) Undrained shear strength increases with rising confining pressure, with progressively larger strength differences between adjacent dry densities. The strength data points cluster densely but collectively follow a power function growth trend with increasing wave velocities. (3) The rigidity index decreases linearly with burial depth. By integrating this relationship with the shear modulus calculation formula, an evaluation model incorporating shear wave velocity, burial depth, and saturated density was established. Nonlinear curve fitting verification confirms high model accuracy (R²=0.93). This model effectively reflects strength variations through elastic wave velocities, providing a potential reference index for non-destructive monitoring of deformation evolution in slip surfaces/zones at different depths within lateritic landslides.
  • YU Jianghong1, 2, ZHOU Binglong1, 2, LI Zixian1, 2, CHEN Peng3, LIU Tao1, 2, TANG Jiachang1, 2, YAO Qishui1, 2
    Journal of Vibration and Shock. 2026, 45(22): 111-124.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The operational status of bearings is directly related to the safety and reliability of systems, and accurate prediction of their Remaining Useful Life (RUL) constitutes the core and key to achieving predictive maintenance. Data-driven methods represented by deep learning have made remarkable progress in the field of RUL prediction, yet they suffer from issues such as strong data dependence, insufficient generalization ability and poor interpretability. As an emerging hybrid modeling framework, Physics-Informed Neural Networks (PINN) offer a new perspective for addressing the bottlenecks of traditional data-driven methods. This paper aims to systematically sort out and conduct an in-depth analysis of the research on PINNs in the field of bearing RUL prediction. First, the basic theory of PINNs and their advantages over traditional data-driven methods are elaborated. Second, based on the integration modes of physical knowledge, the existing research is classified into two categories: methods based on specific physical models and those based on general physical constraints, with a summary and analysis of their representative works, technical details, as well as merits and demerits. Then, the latest progress of PINNs in tackling core challenges including few-shot learning, cross-operating condition and service scene generalization and uncertainty quantification is discussed in focus. Through comparative analysis of experimental results on multiple benchmark datasets, the performance advantages of PINN-based methods are quantified, and their current limitations are pointed out. Finally, the research findings are summarized and future research directions are prospected. It is expected that this review can provide a reference for researchers and technical personnel in the bearing field. 
  • JIANG Bin, WANG Songyao, WANG Zikang, SANG Hongchao, SONG Yufeng
    Journal of Vibration and Shock. 2026, 45(22): 125-147.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Multi-tooth intermittent cutting by a high-efficiency milling cutter is a transient and fluctuating process. Cutter-tooth errors and milling vibration intensify the time variation of instantaneous cutting energy efficiency and reduce the orderliness of its evolution, thereby increasing uncertainty in instantaneous energy allocation and in the relationship between energy input and material removal. Based on the energy composition and transfer paths, an instantaneous-state model of cutting energy efficiency is established under multiple influencing factors. The time- and frequency-domain characteristics of instantaneous cutting volume, energy consumption, energy efficiency, and specific energy are analyzed at cutter and tooth levels. Phase trajectories, entropy, and correlation dimension are used to quantify evolutionary complexity and orderliness, and an orderliness evaluation method is proposed and experimentally validated. The model captures the evolution of instantaneous cutting energy efficiency and inter-tooth differences under vibration, providing a basis for improving process orderliness and overall energy efficiency.
  • ZENG Dongping1, 2, ZHOU Fada1, WANG Wei1, LUO Linxing1, LUO Longsheng1
    Journal of Vibration and Shock. 2026, 45(22): 148-163.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Aiming at the problem that the synergetic mechanism of convergence angle and standoff distance in rock breaking by multi-orifice abrasive jet is not clear, this study focuses on the fluid-structure interaction characteristics and rock breaking effect under different convergence angle and standoff distance. The DDPM-DEM method of API coupling Fluent and EDEM is used to build the two-way fluid-structure interaction model of abrasive jet, and the SPH-FEM rock breaking model is built based on LS-DYNA. The numerical simulation research is carried out on the combination of 0° to 20° convergence angle and 1.67 to 10 dimensionless standoff distance, and the correlation law between the jet dynamic behavior and rock breaking effect is systematically analyzed. It is found that the convergence angle and standoff distance exert a synergistic regulation effect. The optimal range of convergence angle is 5–10°, and the optimal range of dimensionless standoff distance is 1.67 to 3.33. In terms of convergence angle, the rock-breaking volume reaches the maximum value of 12 270 mm³ at 300 μs when the convergence angle is 5°. At 10°, the jet energy concentration effect is optimal; the axial water velocity at the nozzle outlet axis reaches 551 m/s, with a dimensionless rock-breaking depth of 5.67. For standoff distance, the rock-breaking volume is 10757 mm³ at a dimensionless standoff distance of 1.67, and the peak impact pressure reaches 307 MPa at a dimensionless standoff distance of 3.33. As the standoff distance increases, jet energy dissipation intensifies, and the rock-breaking efficiency decreases significantly. The research illustrates the coordinated control mechanism of convergence angle and standoff distance on rock breaking by multi-orifice abrasive jet, which can provide a theoretical basis and technical reference for the precise rock breaking of hard rock in water conservancy and hydropower projects.
  • ZHOU Kaishuo, WANG Wanxiang, QIN Jingfei, GUO Ruijun
    Journal of Vibration and Shock. 2026, 45(22): 164-174.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    During the transmission of vibration from lightweight flexible carbodies to passengers in high-speed trains, conventional structural-response indices cannot adequately characterize differences in subjective human perception. To address this issue, a rigid–flexible coupled “human–vehicle–seat” dynamic model incorporating flexible carbody vibration, seat transmission, and human biodynamic characteristics was developed and validated in terms of both the carbody-floor excitation boundary and the seat–human vibration transmission characteristics. Based on an existing annoyance-rate assessment framework and Stevens’ psychophysical power law, a parameter-calibration procedure tailored to vertical vibration in high-speed trains was established by integrating multisource vertical-vibration perception data, typical exposure duration, and the spectral characteristics of carbody vertical vibration. A comparison between equivalent rigid and flexible carbodies was then conducted to quantify the contribution of carbody flexibility to key frequency-band responses and to investigate the “carbody–seat–human” vibration transmission mechanism and the evolution of passenger annoyance rate. The results show that the first vertical bending-mode frequency of the carbody is 7.91 Hz. At 300 km/h, the band-limited root-mean-square values of floor vertical acceleration for the flexible-carbody model in the 4~6 Hz and 7~9 Hz bands are 38.91% and 350.83% higher, respectively, than those of the equivalent rigid-carbody model, indicating that carbody flexibility mainly amplifies the local response near the first vertical bending mode. After attenuation by the seat, part of the 7~8 Hz carbody response is still transmitted to the human body, while the chest response exhibits pronounced amplification near the human-sensitive band of 4~5 Hz. Within the core vertical-vibration perception dataset adopted in this study, the Stevens-type mapping provides a better overall fit than the Fechner-type mapping and shows a generally consistent trend with supplementary domestic validation data. Under the prescribed operating conditions, the single-car model predicts that passenger annoyance rate generally increases with speed and exhibits both along-route fluctuations and spatial non-uniformity, with relatively high values occurring mainly near the car ends and at local boundary-sensitive locations. These findings provide a reference for flexible-vibration control, local structural optimization, and ride-comfort-oriented design of high-speed trains.
  • LI Rui, WANG Yanbin, GAO Deli
    Journal of Vibration and Shock. 2026, 45(22): 175-186.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    For the emergency disconnection process of a deepwater drilling riser with the internal drill string retained, a modified Vector Form Intrinsic Finite Element (VFIFE) analysis model based on a total-form internal force calculation method is proposed by comprehensively considering factors such as drill string–riser contact, annular flow, and the discharge of drilling fluid inside the drill string. Compared with the conventional vector form intrinsic finite element method, the proposed model introduces an axial-force geometric stiffness correction and directly calculates the internal force of each beam element from the total deformation variables of its current configuration. This treatment improves computational efficiency, eliminates the direct dependence of conventional incremental internal-force updating on historical element-end internal forces, and reduces the sensitivity of internal-force recovery to the loading sequence. The results show that the proposed model can effectively reproduce the static configuration of the deepwater drilling riser before disconnection and its transient dynamic response after disconnection, while improving the reliability of the mechanical analysis and the loading-path consistency of internal-force recovery. The proposed model provides a new numerical method for analyzing the recoil response of deepwater drilling risers after emergency disconnection.
  • WANG Duozhi1, 2, YAN Jingyu1, 2, HE Haiyu3, 4, ZHANG Rong3, 4, HAN Honglin1, 2
    Journal of Vibration and Shock. 2026, 45(22): 187-195.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To investigate the dynamic mechanical behavior of ultra-high-strength alkali-activated concrete (UHSAAC) after high-temperature exposure and to establish its dynamic constitutive relationship, split Hopkinson pressure bar tests were conducted. The dynamic response characteristics and damage mechanisms of UHSAAC specimens at room temperature and after elevated temperatures (200, 400, and 600℃) were systematically examined under different strain rates. Considering the stiffness degradation of concrete and the Weibull distribution, a damage model for UHSAAC subjected to impact loading was developed. This damage formulation was subsequently incorporated into the ZWT model to establish a dynamic constitutive model for UHSAAC under impact compression. The proposed model exhibits a high goodness of fit, effectively capturing the full-process characteristics of the stress–strain curves. It can reasonably characterize the dynamic constitutive behavior of UHSAAC at room temperature as well as after high-temperature exposure. The findings of this study provide a useful reference for the engineering design and finite element analysis of UHSAAC structures subjected to elevated temperatures and dynamic loading.
  • WEI Shuda1, DONG Wenbo2, 3, YU Mengxi2, MU Ruinan2, LI Zongfeng2, 3, WANG Zhenyu1
    Journal of Vibration and Shock. 2026, 45(22): 196-205.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Conventional control schemes combining acceleration feedback and root-node acceleration feedforward are susceptible to multiple practical disturbances, including random variations in the amplitude and frequency of external excitations, nonlinear friction arising from the motion of control mass blocks, and measurement limitations of acceleration sensors mounted at structural root joints. To address these drawbacks, this paper proposes an adaptive gain scheduling strategy. The acceleration of structural disturbance is jointly estimated using the acceleration signal measured at the structural top and the real-time motor velocity; meanwhile, control gain parameters are adjusted online and nonlinear control laws are switched adaptively. Experiments demonstrate that the approach delivers optimal vibration mitigation across various working conditions while maintaining system stability and self-protection, and it is suitable for vibration control simulation of large engineering structures including high-rise towers and spacecraft.
  • CAO Zhanyue, HAO Shiyu, LIU Hongdi, ZHAO Duoyan, SHI Huantong, CHEN Li, LI Xingwen
    Journal of Vibration and Shock. 2026, 45(22): 206-216.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    During electromagnetic launch, rail vibration directly affects armature-rail contact, reducing service life and launch accuracy. A finite element model incorporating bolt preload and support structure was developed to predict rail vibration, validated by laser displacement sensor measurements. Effects of base structure and bolt preload on vibration displacement and system dynamics were analyzed. Results show the support structure stabilizes the initial response and reduces amplitude by 40%–50%, while adjusting the natural frequency. Rail support area and bolt preload are key structural parameters affecting vibration amplitude. Compared with uniform load, the local non-uniform load induced by bolt preload accelerates vibration attenuation, and the dominant vibration frequency of the rail presents a nonlinear shift with the increase of preload, amounting to 53.2 Hz across the 0–300 N•m operating range. These findings provide theoretical and technical support for vibration control, structural optimization, and health assessment of electromagnetic launch rails.
  • WANG Jiachen1, DAI Jianbo1, YANG Maoxuan1, ZHANG Xiaoyu1, SHI Yun1, KANG Lingguo2
    Journal of Vibration and Shock. 2026, 45(22): 217-228.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Metal dampers have been widely adopted in structural engineering, but traditional metal dampers are unable to achieve staged yielding and energy dissipation corresponding to different seismic intensities.Therefore, this paper investigates the mechanical properties of a multi-stage yielding metal damper (MYMD). This damper integrates both shear and bending energy dissipation mechanisms to enhance its staged energy dissipation performance during multi-stage earthquakes. Bending energy dissipation plates are placed on both sides of the shear energy dissipation plates, effectively constraining the out-of-plane buckling of the shear plates. The quasi-static tests were conducted to evaluate the performance of MYMD. and the differences in seismic performance between MYMD and buckling-resistant metal dampers (BMD) were compared. In addition, numerical simulations were conducted to analyze the parameters affecting the performance of MYMD. Research and optimization were performed on two parameters: the number and spacing of bending energy dissipation plates, and the height-to-thickness ratio of shear energy dissipation plates. Results indicate that MYMD not only achieves the anticipated staged yielding, but also effectively restrains the out-of-plane deformation of shear energy-dissipating plates. Compared to operating independently, the combined effect of shear and bending energy dissipation plates enables a 59% increase in peak load-bearing capacity. Moreover, the combined effect enhances both the stability of the damper's hysteresis behaviour and its energy dissipation capacity. Finite element analysis indicates that when the spacing of the bending energy dissipation plates is set to 18% of the shear energy dissipation plates width and the height-to-thickness ratio of the shear energy dissipation plates is less than 36, the constraint effect and energy dissipation efficiency are optimized. Finally, design recommendations for MYMD were proposed to provide a reference for its application in practical engineering.
  • XIANG Huoyue1, 2, YUAN Lin1, 2, WANG Yishao1, 2, XIE Ruibo1, 2, LI Yongle1, 2
    Journal of Vibration and Shock. 2026, 45(22): 229-238.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    Long-span bridges are structurally flexible with low damping. Meanwhile, trains impose stringent requirements on bridge alignment. Vortex-induced vibration (VIV) of bridges will impair running safety and riding comfort. Firstly, the train is simplified into a single-degree-of-freedom model (SDOFM), and the VIV displacement of the bridge during train passage is regarded as harmonic excitation. Based on the vertical and lateral vibration performances of the train, the relationships between the vertical and torsional VIV amplitudes of the bridge and the vertical accelerations of the train, as well as between the torsional VIV amplitudes of the bridge and the lateral accelerations of the train are derived. Then, adopting the pseudo-excitation method (PEM), the analytical solution of acceleration response of the SDOFM under random track irregularities is investigated, and the allowable value of train residual acceleration with various vehicle speeds is obtained. On this basis, the formula for allowable vertical VIV amplitude based on the vertical performance of the train, as well as the formulas for allowable torsional VIV amplitude based separately on the vertical and lateral performances of the train are established. Finally, taking two long-span railway bridges as examples, the proposed formulas for allowable VIV amplitudes are verified through vehicle-bridge coupled vibration analysis. The results reveal that it is essential to determine the allowable VIV amplitudes of bridges by taking train vibration performances into account. Different allowable values of train residual vibration acceleration shall be adopted at different running speeds, and the allowable torsional VIV amplitudes should comprehensively consider the vertical and lateral responses of trains.
  • YUAN Fang1, LIN Zhanwu2, JIANG Wei2
    Journal of Vibration and Shock. 2026, 45(22): 239-248.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The sliding mode control mode based on a power variable speed reaching law has the characteristics of high dynamic response and strong robustness, and can solve the problem that the system is difficult to balance between "convergence speed" and "chatter suppression". This control mode will be used in the single-phase H-bridge inverter and plays an important role in the design.However, the single-phase H-bridge inverter of this control mode is a strong nonlinear system and must have complex nonlinear dynamic behaviors.In this paper, a single-phase H-bridge inverter with power-variable reaching law sliding mode is taken as the research object. First, the working process of the system is analyzed and a discrete model of the system is established.Secondly, the nonlinear dynamic characteristics of the single-phase H-bridge inverter based on power variable speed reaching law sliding mode control are analyzed through numerical simulation, and the influence of sliding mode control parameters and circuit parameters on the stability of the system is obtained. The system is theoretically analyzed through the fast varying stability theorem.Thirdly, in order to expand the working stability region of the system control parameters and circuit parameters and suppress the chaos phenomenon in the system, a Washout filter based method is designed to control the chaos phenomenon in the system. Research shows that this chaos control method can effectively broaden the stability region of the system control parameters and circuit parameters, and has an effective control effect on the chaos phenomenon in the system.Finally, a corresponding circuit is designed for experimental verification. From the perspective of numerical simulation, theoretical analysis and experimental verification, the research conclusions on the nonlinear dynamic behavior of the system are consistent. This research is useful for the design and manufacturing of single-phase H-bridge inverters based on power variable speed reaching law sliding mode control mode. It provides a reference and has certain theoretical significance and practical value.
  • GUO Zhen, XIN Xiaoyu, GENG Ou, LI Fumin, SHENG Ping
    Journal of Vibration and Shock. 2026, 45(22): 249-257.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To investigate the frequency drift and resonance risk of monopile-supported Ultra-high Performance Concrete (UHPC) wind turbine towers under the coupled effects of mudline soil weakening and tower fatigue-induced stiffness degradation during long-term service, a time-varying dynamic analysis framework with dual degradation was established. By jointly considering the degradation of foundation boundary stiffness and tower structural stiffness, the lifetime evolution of the system natural frequency was constructed, and a frequency-distance indicator was adopted to identify the critical time when the structure enters the 1P/3P resonance-sensitive region. The results show that both mudline soil weakening and UHPC tower fatigue degradation lead to a continuous reduction in the first natural frequency, while the coupled degradation case produces the largest frequency drop and significantly advances the first resonance-entry time. Foundation-side degradation plays a more dominant role in the early service stage, whereas tower-side degradation becomes increasingly important in the middle and late stages. After entering the resonance-sensitive region, both tower-top displacement and tower-base bending moment are markedly amplified. The proposed framework provides a useful basis for dynamic design, lifetime assessment, and operation and maintenance warning of offshore UHPC wind turbine towers.
  • ZHOU Jie1, HUANG Jiahai1, LI Xiaodong1, XU Yongfu2, WANG Zhaoguo1, TENG Wenxiang1, HU Xin1
    Journal of Vibration and Shock. 2026, 45(22): 258-271.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To reveal the rigid-flexible coupled vibration characteristics of a multi-rope hoisting system under non-uniform roller wear, the profile distortion of an elliptically worn roller was represented as a lateral displacement excitation acting on the cage, and an equivalent excitation model of roller wear was established. Based on the geometric constraints between the wire ropes and the cage, a rigid-flexible coupled dynamic model of the four-wire-rope, roller, and cage system was developed using the Lagrange multiplier method and Hamilton's principle. A scaled four-rope hoisting test bench was constructed, and descent vibration tests were conducted under asynchronous roller wear. Combined with actual hoist parameters, the effects of synchronous and asynchronous wear excitations on the system vibration response under quasi-static suspension conditions were analyzed. The results show that the dominant frequencies predicted by the model agree well with the experimental results, validating the effectiveness of the model. During the constant-speed stage, the lateral and angular deflection response frequencies of the cage coincide with the roller wear excitation frequency, whereas the longitudinal response exhibits a double-frequency characteristic. Synchronous wear mainly induces lateral and longitudinal vibrations of the cage, while asynchronous wear causes cage deflection and further intensifies the longitudinal vibration. As the wear amplitude increases, the vibration responses in all directions are significantly enhanced. These findings provide a theoretical basis for improving the dynamic model of multi-rope hoisting systems and identifying non-uniform roller wear.
  • HAO Fenfen1, 2, XIE Linqing2, WANG Yutao2, WANG Chenxi2
    Journal of Vibration and Shock. 2026, 45(22): 272-280.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To address the issues of severe impact, large deformation, and structural safety encountered during high-speed water braking of rocket sleds, and to determine the structural safety boundaries, based on the finite element-smoothed particle hydrodynamics method (FEM-SPH), a three-dimensional fluid–structure interaction model was established with LS-DYNA finite element software to numerically investigate the water-braking process of a dual track rocket sled equipped with vertical buckets. Validation against theoretical solutions and full-scale rocket sled test data confirmed the accuracy and robustness of the proposed numerical approach. Based on the validated model, the influence of water bag diameter and entry velocity on braking performance and structural integrity was systematically investigated. The results indicate that at an entry velocity of 800m/s, the braking force increases with larger water bag diameters. However, when the diameter exceeds 80mm, structural fracture occurs in the sled body, leading to a force-collapse instability. For a fixed water bag diameter of 50mm, the safe velocity threshold is 1000m/s, beyond which structural failure and catastrophic breakdown will ensue. Considering both structural safety and deceleration requirements, it is recommended to limit the water bag diameter to a maximum of 80mm at an entry velocity of 800m/s, and to restrict the entry velocity to below 1000m/s when using a 50mm water bag. The findings of this study provide valuable theoretical insights and practical guidelines for the design and optimization of water braking systems in rocket sled testing.
  • CHENG Xu1, PENG Zengxiong1, JIN Jiayin2, ZHANG Jing3
    Journal of Vibration and Shock. 2026, 45(22): 281-291.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    High-speed wet clutches may experience dynamic instability between friction plates, leading to rattling vibrations and a significant increase in drag torque losses. This study employs a homogeneous flow model to characterize the gas-liquid two-phase flow within a high-speed clutch and establishes a dynamic model for the angular oscillation of friction plates. Finite element numerical simulations and stability analysis were conducted. The results indicate that as the speed difference of the clutch increases, the density and viscosity of the two-phase flow decrease rapidly, causing a sharp reduction in fluid stiffness and damping. Consequently, the friction plates become more susceptible to angular oscillation. The stability of angular oscillation is determined by two key parameters: dimensionless comprehensive stiffness and critical frequency ratio. Higher dimensionless comprehensive stiffness and a lower critical frequency ratio enhance oscillation stability. Numerical evaluations of various groove types reveal that as rotational speed and friction plate clearance increase, the fluid stiffness coefficient, damping coefficient, dimensionless comprehensive stiffness, and critical moment of inertia all decrease, thereby reducing angular oscillation stability. Among the tested groove geometries, enclosed grooves and spiral grooves exhibit superior stability due to their strong hydrodynamic effects, yielding the highest dimensionless comprehensive stiffness. The critical frequency ratio for the self-excited angular oscillation of friction plates is approximately 0.5, termed the half-frequency oscillation characteristic. Experimental data validate the proposed angular oscillation model and its frequency response, providing a theoretical foundation for performance prediction and stability optimization in high-speed clutch design.
  • WANG Shuyu1, DAI He1, FANG Rui1, ZHANG Tao1, ZHAO Ping1, ZI Bin1, 2
    Journal of Vibration and Shock. 2026, 45(22): 292-303.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    To solve the problems of insufficient robustness under noise environments and unknown load locations in dynamic load identification, this paper proposes a method incorporating the modal Newmark-β algorithm and load correlation. By transforming the dynamic equations into the modal space, global modal parameters are used to characterize system dynamics. A recursive formulation for modal response can be obtained by using the Newmark-β algorithm, and L1 and Tikhonov regularization are respectively introduced according to different load types to construct time-domain identification models for dynamic loads, which mitigates the ill-posedness of the system matrix. Furthermore, this paper proposes a localization method using the correlation of load time histories by quantifying the correlation between identified loads across multiple measurement points to identify load location. Simulations and experiments demonstrate that the proposed method can accurately identify load locations and time histories under the noise levels, load locations, sensor layouts, and model parameter errors considered in this study. Compared with traditional methods, this method possesses higher localization and identification accuracy, as well as superior noise robustness.
  • SHOCK
  • MA Ming1, XIN Lingfeng1, HAO Jianming2, WANG Xiaoguang1, BAI Pengxiang1
    Journal of Vibration and Shock. 2026, 45(22): 304-313.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    In order to study the spatiotemporal distribution characteristics of the downburst wind field, this paper developed a downburst experimental device based on the impinging jet model, carried out steady-state downburst test simulation, and studied the wind speed profile characteristics at different radial positions of the downburst; the sliding guide rail was used to realize the movement of the downdraft, and the ambient wind speed was introduced in combination with the boundary layer wind tunnel to reproduce the mobile downburst wind field in the real environment with high precision, and the time-varying law of the wind speed time history of the measuring point in the mobile downburst wind field was studied. At the same time, a numerical model of the downburst was established based on the computational fluid dynamics (CFD) method, and the sliding grid technology was introduced to simulate the movement effect of the downdraft, and the characteristics of the downburst wind field were analyzed. The results show that the steady-state downburst test results simulate the nose-shaped profile characteristics of the horizontal wind profile at different radial positions well, which is consistent with the existing experimental research; the moving downburst test basically reproduces the complete process of increase-decrease-reverse increase of the horizontal wind speed time series before and after the moving downburst passes, emphasizing the obvious difference between the leading edge and trailing edge of the downdraft during the movement of the downburst.
  • BAI Yun1, 2, DING Jiajun1, XIA Hecheng1, LAN Simin1, LUO Xiaobing1, SUN Qiang1
    Journal of Vibration and Shock. 2026, 45(22): 314-322.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    High-pressure water jet technology is widely applied in deburring, where the normal impact force on the target surface serves as the core mechanical control variable determining work efficiency. However, traditional single-variable independent analysis falls short of revealing the inherent coupling characteristics among multiple factors. Based on a high-pressure water jet robotic measurement and control platform, this study utilizes the control-variable orthogonal testing method to conduct experiments by varying pump pressure, axial standoff distance, and spray angle. Concurrently, the effects of pairwise interactions among these three factors on the impact force are systematically analyzed. The results indicate that the impact force exerted on the target plate exhibits an asymmetric, ridge-like morphology under multi-variable synergistic effects. At the intersection of a 40 MPa pump pressure, a close standoff distance of 5 mm, and a spray angle of 45°, the impact force drops to its minimum due to the superimposed influences of the water cushion effect and tangential diversion. Conversely, under the interaction of a 99 MPa high pressure, a mid-range standoff distance of 100 mm, and a near-vertical spray angle of 86°, the momentum transfer efficiency peaks, yielding a maximum impact force of 259.15 N. By quantifying the contribution weights of each factor, the interaction between pressure and spray angle is found to exert the most significant impact on the force. The synergistic control laws governing pressure, standoff distance, and spray angle revealed in this study provide valuable theoretical guidance for optimizing spray postures and parameter selection.
  • LIU Ning, LI Weiqi, LIAN Liangyu, YU Yongshuo
    Journal of Vibration and Shock. 2026, 45(22): 323-330.
    Abstract ( ) Download PDF ( )   Knowledge map   Save
    The silent mortar projectile utilizes an obturator piston to seal the propellant gases within the tail tube, thereby eliminating the muzzle blast, flash, and smoke typically generated by conventional artillery. To investigate the high-speed impact swaging behavior between the piston and the tail tube during launch, a thermo-mechanically coupled explicit dynamic finite element model was established, accounting for large deformation, nonlinear contact interaction, and plastic flow. The simulation results indicate that both the piston and the tail tube undergo significant plastic deformation during the swaging process, leading to kinetic energy loss and a reduction in projectile velocity. Specifically, the tail tube radius increases by 1.2 mm, while the projectile velocity decreases by 9.1% compared to the pre-swaging value. To optimize the geometric configurations of the piston and tail tube, a multi-objective optimization method based on the NSGA-II algorithm was implemented. The optimized structure reduces the radial deformation of the tail tube by 27.5% while maintaining the ballistic launch performance. Finally, firing tests demonstrate that the optimized projectile achieves a muzzle velocity of 120.4 m/s with stable flight performance, confirming the effectiveness and reliability of the proposed optimization methodology.