Pub Date : 2026-01-03DOI: 10.1016/j.ijmecsci.2026.111183
Haocheng Wang, Xiaoqin Zhou, Qiang Liu, Rongqi Wang, Xiuzhi He
Internal surface finishing of hard and brittle optical components is challenging owing to the limited tool accessibility and uneven material removal. In this study, an untethered magnetic field-driven polishing method was designed to address these limitations. The proposed method employs an external rotating magnetic field to drive an untethered magnetic polishing tool suspended in a stiffened magnetorheological slurry, eliminating mechanical constraints. To ensure controllability and predictability, the motion states of the untethered tool under time-varying magnetic fields were extensively analyzed. A time-dependent material removal model was established based on Greenwood’s contact theory and Preston’s equation, enabling direct prediction of polishing profiles. According to the experimental results, the proposed method achieved a material removal rate of up to 1.24 m/min and reduced surface roughness by 99%, with the post-processed roughness of 3.24 nm. The predicted polishing profiles agreed closely with experimental measurements, with coefficient of determination of 0.8564–0.9969. Overall, the proposed approach provides a reliable and efficient solution for high-quality internal surface polishing with clear motion-state analysis and accurate profile prediction.
{"title":"An untethered magnetic field-driven polishing method for internal surfaces","authors":"Haocheng Wang, Xiaoqin Zhou, Qiang Liu, Rongqi Wang, Xiuzhi He","doi":"10.1016/j.ijmecsci.2026.111183","DOIUrl":"10.1016/j.ijmecsci.2026.111183","url":null,"abstract":"<div><div>Internal surface finishing of hard and brittle optical components is challenging owing to the limited tool accessibility and uneven material removal. In this study, an untethered magnetic field-driven polishing method was designed to address these limitations. The proposed method employs an external rotating magnetic field to drive an untethered magnetic polishing tool suspended in a stiffened magnetorheological slurry, eliminating mechanical constraints. To ensure controllability and predictability, the motion states of the untethered tool under time-varying magnetic fields were extensively analyzed. A time-dependent material removal model was established based on Greenwood’s contact theory and Preston’s equation, enabling direct prediction of polishing profiles. According to the experimental results, the proposed method achieved a material removal rate of up to 1.24 <span><math><mi>μ</mi></math></span>m/min and reduced surface roughness by <span><math><mo>></mo></math></span>99%, with the post-processed roughness of 3.24 nm. The predicted polishing profiles agreed closely with experimental measurements, with coefficient of determination of 0.8564–0.9969. Overall, the proposed approach provides a reliable and efficient solution for high-quality internal surface polishing with clear motion-state analysis and accurate profile prediction.</div></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":"312 ","pages":"Article 111183"},"PeriodicalIF":9.4,"publicationDate":"2026-01-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145894594","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-03DOI: 10.1016/j.ijmecsci.2026.111184
Xiangyu Feng, Pengzhe Zhu, Wenzhong Wang
Aerospace bearings in spacecraft mechanisms require decades of autonomous operation under extreme conditions, making precise control of lubricant release from porous bearing cages essential. However, predicting this release behavior remains a significant challenge. This study develops a two-scale predictive framework derived from Navier-Stokes equations for centrifugally-driven lubricant outflow, encompassing both pore-scale and macroscale criteria. A characteristic parameter for quantifying the lubricant outflow state within porous cages was developed, which is governed by seven controlling parameters: pore size, rotation speed, rotation radius, lubricant density, surface tension, characteristic contact angle, and characteristic channel length. Validation through finite element simulations, centrifugal experiments, and literature data demonstrates strong agreement between predictions and observations. The resulting phase diagrams provide systematic design guidance for aerospace bearing cages, enabling the determination of outflow speeds and optimization of pore structures for specific operational requirements. This physics-based approach establishes the theoretical foundation and practical tools essential for next-generation aerospace bearing systems.
{"title":"Predicting centrifugally-driven lubricant outflow from porous bearing cages","authors":"Xiangyu Feng, Pengzhe Zhu, Wenzhong Wang","doi":"10.1016/j.ijmecsci.2026.111184","DOIUrl":"10.1016/j.ijmecsci.2026.111184","url":null,"abstract":"<div><div>Aerospace bearings in spacecraft mechanisms require decades of autonomous operation under extreme conditions, making precise control of lubricant release from porous bearing cages essential. However, predicting this release behavior remains a significant challenge. This study develops a two-scale predictive framework derived from Navier-Stokes equations for centrifugally-driven lubricant outflow, encompassing both pore-scale and macroscale criteria. A characteristic parameter for quantifying the lubricant outflow state within porous cages was developed, which is governed by seven controlling parameters: pore size, rotation speed, rotation radius, lubricant density, surface tension, characteristic contact angle, and characteristic channel length. Validation through finite element simulations, centrifugal experiments, and literature data demonstrates strong agreement between predictions and observations. The resulting phase diagrams provide systematic design guidance for aerospace bearing cages, enabling the determination of outflow speeds and optimization of pore structures for specific operational requirements. This physics-based approach establishes the theoretical foundation and practical tools essential for next-generation aerospace bearing systems.</div></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":"311 ","pages":"Article 111184"},"PeriodicalIF":9.4,"publicationDate":"2026-01-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145894589","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-03DOI: 10.1016/j.ijmecsci.2026.111193
Xiaofeng Liu , Yan Li , Wei Sun
Predicting the forced vibration of fiber-reinforced composite thin-walled structures under large excitations is challenging, primarily due to the synergistic interaction between material nonlinearity and geometric nonlinearity. This study develops an efficient nonlinear dynamic model that concurrently integrates both nonlinearities within a unified semi-analytical framework. The model's accuracy is demonstrated through rigorous validation against finite element analysis and experimental tests, significantly improving response prediction over models considering material nonlinearity alone. A bidirectional time-domain sweep technique is presented, characterizing complex nonlinear dynamical behaviors, which include jump-up, jump-down, and frequency hysteresis. The core discovery is the mechanistic elucidation that geometric nonlinearity significantly elevates the global strain field, which in turn dramatically amplifies the composite's intrinsic strain-dependent damping capacity. This strain-amplification effect is identified as the direct cause of the significant suppression in normalized vibration amplitude observed under increasing excitation. The presented methodology provides a validated tool and fundamental insights for the analysis and vibration-resistant design of composite structures operating in nonlinear regimes.
{"title":"Nonlinear interplay in forced vibration of fiber-reinforced composite plates","authors":"Xiaofeng Liu , Yan Li , Wei Sun","doi":"10.1016/j.ijmecsci.2026.111193","DOIUrl":"10.1016/j.ijmecsci.2026.111193","url":null,"abstract":"<div><div>Predicting the forced vibration of fiber-reinforced composite thin-walled structures under large excitations is challenging, primarily due to the synergistic interaction between material nonlinearity and geometric nonlinearity. This study develops an efficient nonlinear dynamic model that concurrently integrates both nonlinearities within a unified semi-analytical framework. The model's accuracy is demonstrated through rigorous validation against finite element analysis and experimental tests, significantly improving response prediction over models considering material nonlinearity alone. A bidirectional time-domain sweep technique is presented, characterizing complex nonlinear dynamical behaviors, which include jump-up, jump-down, and frequency hysteresis. The core discovery is the mechanistic elucidation that geometric nonlinearity significantly elevates the global strain field, which in turn dramatically amplifies the composite's intrinsic strain-dependent damping capacity. This strain-amplification effect is identified as the direct cause of the significant suppression in normalized vibration amplitude observed under increasing excitation. The presented methodology provides a validated tool and fundamental insights for the analysis and vibration-resistant design of composite structures operating in nonlinear regimes.</div></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":"311 ","pages":"Article 111193"},"PeriodicalIF":9.4,"publicationDate":"2026-01-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145894595","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-03DOI: 10.1016/j.ijmecsci.2026.111191
Xiaodong Huang , Asit Kumar Gain , Liangchi Zhang , Zhen Li
Precision glass molding (PGM) has become a key manufacturing technology for producing optical glass components with complex geometries for high-performance applications. However, the fundamental mechanisms governing adhesion during thermal demolding remain insufficiently understood, hindering process optimization and the assurance of surface integrity. This study establishes an integrated framework that couples a novel cohesive zone model (CZM) with finite element analysis (FEA) to quantitatively characterize the interfacial behavior between BK7 glass and tungsten carbide (WC) molds under thermo-mechanical loading. The results show that both adhesion forces and residual stresses are highly sensitive to molding temperature and applied load, while the interfacial adhesion strength and cohesive damage evolution are predominantly governed by the debonding temperature. The analysis further reveals that the interaction between adhesion and stress localization, particularly at the periphery of the adhesion zone, is strongly affected by glass flow dynamics. These theoretical insights are thoroughly validated through experiments. Overall, the findings provide a deeper mechanistic understanding that supports the optimal design and control of PGM processes.
{"title":"Adhesion and deformation mechanism of optical-glass in precision molding","authors":"Xiaodong Huang , Asit Kumar Gain , Liangchi Zhang , Zhen Li","doi":"10.1016/j.ijmecsci.2026.111191","DOIUrl":"10.1016/j.ijmecsci.2026.111191","url":null,"abstract":"<div><div>Precision glass molding (PGM) has become a key manufacturing technology for producing optical glass components with complex geometries for high-performance applications. However, the fundamental mechanisms governing adhesion during thermal demolding remain insufficiently understood, hindering process optimization and the assurance of surface integrity. This study establishes an integrated framework that couples a novel cohesive zone model (CZM) with finite element analysis (FEA) to quantitatively characterize the interfacial behavior between BK7 glass and tungsten carbide (WC) molds under thermo-mechanical loading. The results show that both adhesion forces and residual stresses are highly sensitive to molding temperature and applied load, while the interfacial adhesion strength and cohesive damage evolution are predominantly governed by the debonding temperature. The analysis further reveals that the interaction between adhesion and stress localization, particularly at the periphery of the adhesion zone, is strongly affected by glass flow dynamics. These theoretical insights are thoroughly validated through experiments. Overall, the findings provide a deeper mechanistic understanding that supports the optimal design and control of PGM processes.</div></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":"311 ","pages":"Article 111191"},"PeriodicalIF":9.4,"publicationDate":"2026-01-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145894588","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-03DOI: 10.1016/j.ijmecsci.2026.111176
Cong Ai , Changdong Zhang , Kanghui Song, Xinze Shen, Dawei Li, Wenhe Liao, Tingting Liu
The application of lightweight lattice structures to complex curved surfaces is hindered by a geometric mismatch with traditional orthogonal arrays, leading to boundary incompatibility and performance degradation. Inspired by the microstructure of human bone, this study proposes a parallel design method integrating bidirectional isoparametric mapping and topology optimization to construct 3D conformal gradient heterogeneous lattice structures, which realizes the synchronous optimization of the geometric shape of the lattice structure and the conformal distribution characteristics of the macro curved surface. The core of the proposed method lies in the synergy between physical drivers and geometric mapping. Through compliance minimizing topology optimization combined with stress information intelligent selection, the density and configuration fields are obtained. Following data transfer via multi-scale mapping, orthogonal gradient heterogeneous lattices are generated in the parametric space and inversely mapped to ultimately form 3D conformal gradient heterogeneous lattice structures through bidirectional isoparametric transformation. Through the design, manufacturing, and experimental testing of semicircular beams and spacecraft re-entry capsule shells, the results demonstrate that compared with the traditional orthogonal uniform lattice structures, the structure optimized by this method has its stiffness and energy absorption performance improved by 275.9 % and 86.6 % respectively under the condition of maintaining basically stable strength. This work establishes a unified automated workflow for synchronizing geometry with performance-driven material distribution, providing significant progress for manufacturing high-performance lightweight lattice structures with complex geometers.
{"title":"Design of conformal gradient heterogeneous lattices via bidirectional isoparametric mapping","authors":"Cong Ai , Changdong Zhang , Kanghui Song, Xinze Shen, Dawei Li, Wenhe Liao, Tingting Liu","doi":"10.1016/j.ijmecsci.2026.111176","DOIUrl":"10.1016/j.ijmecsci.2026.111176","url":null,"abstract":"<div><div>The application of lightweight lattice structures to complex curved surfaces is hindered by a geometric mismatch with traditional orthogonal arrays, leading to boundary incompatibility and performance degradation. Inspired by the microstructure of human bone, this study proposes a parallel design method integrating bidirectional isoparametric mapping and topology optimization to construct 3D conformal gradient heterogeneous lattice structures, which realizes the synchronous optimization of the geometric shape of the lattice structure and the conformal distribution characteristics of the macro curved surface. The core of the proposed method lies in the synergy between physical drivers and geometric mapping. Through compliance minimizing topology optimization combined with stress information intelligent selection, the density and configuration fields are obtained. Following data transfer via multi-scale mapping, orthogonal gradient heterogeneous lattices are generated in the parametric space and inversely mapped to ultimately form 3D conformal gradient heterogeneous lattice structures through bidirectional isoparametric transformation. Through the design, manufacturing, and experimental testing of semicircular beams and spacecraft re-entry capsule shells, the results demonstrate that compared with the traditional orthogonal uniform lattice structures, the structure optimized by this method has its stiffness and energy absorption performance improved by 275.9 % and 86.6 % respectively under the condition of maintaining basically stable strength. This work establishes a unified automated workflow for synchronizing geometry with performance-driven material distribution, providing significant progress for manufacturing high-performance lightweight lattice structures with complex geometers.</div></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":"311 ","pages":"Article 111176"},"PeriodicalIF":9.4,"publicationDate":"2026-01-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145894593","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
A new computational framework is presented to predict the structural integrity of welds in hydrogen transmission pipelines. The framework combines: (i) a thermo-mechanical weld process model, and (ii) a coupled deformation-diffusion-fracture phase field-based model that accounts for plasticity and hydrogen trapping, considering multiple trap types, with stationary and evolving trap densities. This enables capturing, for the first time, the interplay between residual stresses, trap creation, hydrogen transport, and fracture. The computational framework is particularised and applied to the study of weld integrity in X80 pipeline steel. The focus is on girth welds, as they are more complex due to their multi-pass nature. The weld process model enables identifying the dimensions and characteristics of the three weld regions: base metal, heat-affected zone, and weld metal, and these are treated distinctively. This is followed by virtual fracture experiments, which reveal a very good agreement with laboratory studies. Then, weld pipeline integrity is assessed, estimating critical failure pressures for a wide range of scenarios. Of particular interest is to assess the structural integrity implications of welding defects present in existing natural gas pipelines under consideration for hydrogen transport: pores, lack of penetration, imperfections, lack of fusion, root contraction, and undercutting. The results obtained in hydrogen-containing environments reveal an important role of the weld microstructure and the detrimental effect of weld defects that are likely to be present in existing natural gas pipelines, as they are considered safe in gas pipeline standards.
{"title":"Coupled thermo-chemo-mechanical phase field-based modelling of hydrogen-assisted cracking in girth welds","authors":"Lucas Castro , Yousef Navidtehrani , Covadonga Betegón , Emilio Martínez-Pañeda","doi":"10.1016/j.ijmecsci.2026.111172","DOIUrl":"10.1016/j.ijmecsci.2026.111172","url":null,"abstract":"<div><div>A new computational framework is presented to predict the structural integrity of welds in hydrogen transmission pipelines. The framework combines: (i) a thermo-mechanical weld process model, and (ii) a coupled deformation-diffusion-fracture phase field-based model that accounts for plasticity and hydrogen trapping, considering multiple trap types, with stationary and evolving trap densities. This enables capturing, for the first time, the interplay between residual stresses, trap creation, hydrogen transport, and fracture. The computational framework is particularised and applied to the study of weld integrity in X80 pipeline steel. The focus is on girth welds, as they are more complex due to their multi-pass nature. The weld process model enables identifying the dimensions and characteristics of the three weld regions: base metal, heat-affected zone, and weld metal, and these are treated distinctively. This is followed by virtual fracture experiments, which reveal a very good agreement with laboratory studies. Then, weld pipeline integrity is assessed, estimating critical failure pressures for a wide range of scenarios. Of particular interest is to assess the structural integrity implications of welding defects present in existing natural gas pipelines under consideration for hydrogen transport: pores, lack of penetration, imperfections, lack of fusion, root contraction, and undercutting. The results obtained in hydrogen-containing environments reveal an important role of the weld microstructure and the detrimental effect of weld defects that are likely to be present in existing natural gas pipelines, as they are considered safe in gas pipeline standards.</div></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":"311 ","pages":"Article 111172"},"PeriodicalIF":9.4,"publicationDate":"2026-01-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145894586","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
This study presents a unified linearized vibration analysis framework for tensegrity structures that explicitly incorporates both constraint-induced geometric stiffness and gravity-induced stiffness. This approach addresses small, undamped free vibrations around a prestressed equilibrium, models compressive members as rigid bodies, and describes the system dynamics within a screw-theoretic formulation. By considering the effect of geometric constraints on the number of independent rigid-body coordinates, the tensegrity structures were classified into unconstrained and constrained cases for analysis. For unconstrained systems, the mass and stiffness matrices are derived analytically from the Jacobian and Hessian equations of cable-rigid-body interactions, whereas gravity-induced stiffness arises naturally from the screw-theoretic representation of gravitational wrenches. For constrained systems, the constraint Jacobian projects the linearized dynamics into an independent coordinate space, in which geometric constraints additionally contribute a reduced-space geometric stiffness term. The effectiveness and generality of the framework are demonstrated through three examples. Two numerical cases verified its applicability to general tensegrity structures—including generalized compressive members, continuous cables, and class k configurations. An experimental study on a biomimetic tensegrity leg with revolute joints, inextensible cables, and closed-chain constraints further validates the formulation. Across the 0.1–4 Hz frequency range, discrepancies between the identified and computed modal frequencies remain within 0.1–4.9%, confirming the accuracy and robustness of the proposed method. Collectively, the numerical and experimental results show that constraints and gravity play a critical role in shaping the vibration characteristics of tensegrity structures.
{"title":"Linearized vibration analysis of tensegrity structures in rigid-body space","authors":"Yihang Wang, Jingfeng He, Xin Li, Yuheng Gao, Hongzhou Jiang, Hui Zhang","doi":"10.1016/j.ijmecsci.2026.111178","DOIUrl":"10.1016/j.ijmecsci.2026.111178","url":null,"abstract":"<div><div>This study presents a unified linearized vibration analysis framework for tensegrity structures that explicitly incorporates both constraint-induced geometric stiffness and gravity-induced stiffness. This approach addresses small, undamped free vibrations around a prestressed equilibrium, models compressive members as rigid bodies, and describes the system dynamics within a screw-theoretic formulation. By considering the effect of geometric constraints on the number of independent rigid-body coordinates, the tensegrity structures were classified into unconstrained and constrained cases for analysis. For unconstrained systems, the mass and stiffness matrices are derived analytically from the Jacobian and Hessian equations of cable-rigid-body interactions, whereas gravity-induced stiffness arises naturally from the screw-theoretic representation of gravitational wrenches. For constrained systems, the constraint Jacobian projects the linearized dynamics into an independent coordinate space, in which geometric constraints additionally contribute a reduced-space geometric stiffness term. The effectiveness and generality of the framework are demonstrated through three examples. Two numerical cases verified its applicability to general tensegrity structures—including generalized compressive members, continuous cables, and class k configurations. An experimental study on a biomimetic tensegrity leg with revolute joints, inextensible cables, and closed-chain constraints further validates the formulation. Across the 0.1–4 Hz frequency range, discrepancies between the identified and computed modal frequencies remain within 0.1–4.9%, confirming the accuracy and robustness of the proposed method. Collectively, the numerical and experimental results show that constraints and gravity play a critical role in shaping the vibration characteristics of tensegrity structures.</div></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":"311 ","pages":"Article 111178"},"PeriodicalIF":9.4,"publicationDate":"2026-01-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145894590","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Pub Date : 2026-01-03DOI: 10.1016/j.ijmecsci.2026.111199
Yu Zhang , Hui Zhang , Hongwei Ma , Wei Sun , Dongxu Du , Kunpeng Xu , Hui Li
Fiber-reinforced composite panels are widely used in modern industrial fields. However, they are prone to geometric nonlinear vibrations under external loads during service, leading to reduced structural accuracy and fatigue damage. This study focuses on smart composite panels (SCPs) embedded with macro-fiber composites (MFCs) to investigate nonlinear vibration control. Firstly, a semi-analytical nonlinear dynamic model of the SCP is established based on the von-Karman large-deformation theory and the first-order shear deformation theory. The nonlinear solution is realized using the Newmark-beta scheme combined with the Newton-Raphson iterative method. Secondly, an extended state observer (ESO)-nonlinear feedback control (NFC) hybrid controller is designed. The cubic stiffness disturbance is offset by a cubic error compensation term, and the ESO estimates the system state quantities and comprehensive disturbances, thereby addressing sensor limitations and signal noise. Finally, nonlinear vibration and active vibration control tests are conducted. The experimental results show that the proposed controller exhibits excellent control performance and can effectively suppress nonlinear harmonic components. This study fills the gap in nonlinear dynamic modeling and experimental testing of SCPs, providing technical support for ensuring the safe service of related structures.
{"title":"Nonlinear vibration control of smart-composite-panels: Dynamic modeling and experimental testing","authors":"Yu Zhang , Hui Zhang , Hongwei Ma , Wei Sun , Dongxu Du , Kunpeng Xu , Hui Li","doi":"10.1016/j.ijmecsci.2026.111199","DOIUrl":"10.1016/j.ijmecsci.2026.111199","url":null,"abstract":"<div><div>Fiber-reinforced composite panels are widely used in modern industrial fields. However, they are prone to geometric nonlinear vibrations under external loads during service, leading to reduced structural accuracy and fatigue damage. This study focuses on smart composite panels (SCPs) embedded with macro-fiber composites (MFCs) to investigate nonlinear vibration control. Firstly, a semi-analytical nonlinear dynamic model of the SCP is established based on the von-Karman large-deformation theory and the first-order shear deformation theory. The nonlinear solution is realized using the Newmark-beta scheme combined with the Newton-Raphson iterative method. Secondly, an extended state observer (ESO)-nonlinear feedback control (NFC) hybrid controller is designed. The cubic stiffness disturbance is offset by a cubic error compensation term, and the ESO estimates the system state quantities and comprehensive disturbances, thereby addressing sensor limitations and signal noise. Finally, nonlinear vibration and active vibration control tests are conducted. The experimental results show that the proposed controller exhibits excellent control performance and can effectively suppress nonlinear harmonic components. This study fills the gap in nonlinear dynamic modeling and experimental testing of SCPs, providing technical support for ensuring the safe service of related structures.</div></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":"311 ","pages":"Article 111199"},"PeriodicalIF":9.4,"publicationDate":"2026-01-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"145894598","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":1,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}