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17 pages, 2360 KB  
Article
High-Frequency Dynamics and Electrical Signatures of a 3D Bloch Point
by Zukhra Gareeva, Shamil Gareev, Viktoria Filippova and Ildus Sharafullin
Nanomaterials 2026, 16(16), 1005; https://doi.org/10.3390/nano16161005 - 15 Aug 2026
Viewed by 388
Abstract
Three-dimensional topological magnetic defects, such as Bloch points, are of significant interest for high-frequency spintronics due to their unique particle-like properties and effective inertial mass. We investigate the nucleation, stabilization, and driven dynamics of an isolated Bloch point in a ferromagnetic multilayer with [...] Read more.
Three-dimensional topological magnetic defects, such as Bloch points, are of significant interest for high-frequency spintronics due to their unique particle-like properties and effective inertial mass. We investigate the nucleation, stabilization, and driven dynamics of an isolated Bloch point in a ferromagnetic multilayer with alternating in-plane and perpendicular magnetic anisotropy. Using micromagnetic simulations, we show that a perpendicular magnetic field stabilizes a head-to-head Bloch point state, while a transient in-plane field pulse drives the defect into gyrotropic and nutation motion. To model the dynamics, we develop a collective-coordinate Lagrangian description of the Bloch point core. We further demonstrate that the time-dependent core displacement generates a transverse charge current via spin pumping and inherent spin-to-charge conversion within the multilayer system. The resulting current spectrum contains low-frequency and high-frequency components, including an intrinsic nutation mode in the gigahertz range. Our findings expand the capabilities for electrical control and identification of complex spin configurations, contributing to the development of active three-dimensional spintronic devices. Full article
(This article belongs to the Section Theory and Simulation of Nanostructures)
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26 pages, 20245 KB  
Article
A Method for 6-DOF Motion Measurement of Marine Floating Structures Based on Monocular Vision and Feature Point Tracking
by Chunyu Jiang, Hongda Shi, Chenyu Zhao, Qian Deng, Jian Li and Huihui Sun
Mathematics 2026, 14(15), 2697; https://doi.org/10.3390/math14152697 - 27 Jul 2026
Viewed by 954
Abstract
Accurate measurement of the 6-DOF motion responses of marine floating structures is essential for structural safety assessment and operational decision-making. To address the critical issues of integration drift in inertial navigation systems, susceptibility of GNSS to sea-surface multipath effects, and deployment complexity of [...] Read more.
Accurate measurement of the 6-DOF motion responses of marine floating structures is essential for structural safety assessment and operational decision-making. To address the critical issues of integration drift in inertial navigation systems, susceptibility of GNSS to sea-surface multipath effects, and deployment complexity of binocular vision systems, this paper proposed a 6-DOF motion measurement method for floating structures based on monocular vision and natural feature point tracking. This method eliminates the reliance on artificial cooperative targets and auxiliary sensors, instead utilizing the inherent surface textures of the floating structures as feature sources. Stable feature point tracking is achieved through multi-strategy cascaded detection and the pyramidal KLT optical flow algorithm. RANSAC geometric consistency verification is introduced to eliminate outlier matches, retaining only identical physical points between two consecutive frames for motion estimation. In-plane translations and RZ angle are extracted from the similarity transformation, while RX and RY angles are estimated using principal component analysis of the covariance matrix of the feature point set. The depth-direction displacement is linearly mapped from variations in the scale factor. Subsequently, two series of physical model tests under different conditions were conducted to validate the measurement accuracy and robustness of the proposed method on different floating structures. The results demonstrate that the proposed method can accurately capture the motion attitudes of floating structures, maintaining a consistently high inlier ratio exceeding 80% in regular waves and averaging 85.2% in irregular waves, with a reprojection error of less than 0.05 pixels. The NRMSE for the primary motion directions are all below 10%, and the dominant frequency errors are essentially zero. It offers advantages such as low cost, easy deployment, and strong robustness, thereby providing valuable technical support for field monitoring of marine floating structures. Full article
(This article belongs to the Section E: Applied Mathematics)
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37 pages, 13148 KB  
Article
A Heavy-Duty, High-Lift, Two-Module Swerve-Drive Mobile Robot for Off-Site Construction
by Eunjin Kim, Sangwon Lee, Byeongjun Kim, Geuntae Heo and Taeyong Kuc
Machines 2026, 14(8), 842; https://doi.org/10.3390/machines14080842 - 25 Jul 2026
Viewed by 1129
Abstract
This study addresses an off-site construction (OSC) task: installing heavy prefabricated equipment modules at elevated positions inside existing structures. The task simultaneously demands multi-ton payload capacity, a lift height approaching 10 m, and holonomic maneuvering in narrow aisles; to the authors’ knowledge, no [...] Read more.
This study addresses an off-site construction (OSC) task: installing heavy prefabricated equipment modules at elevated positions inside existing structures. The task simultaneously demands multi-ton payload capacity, a lift height approaching 10 m, and holonomic maneuvering in narrow aisles; to the authors’ knowledge, no single reported platform satisfies all three. We present a heavy-duty, high-lift mobile robot that lifts 6 t to 8 m. Two active swerve-drive modules and three passive casters form a five-point asymmetric layout combining holonomic mobility with load distribution, and the lift unit functionally decouples the vertical stroke (four helical band actuators) from the lateral stiffness (four scissor-stabilizing mechanisms). Planar motion is partitioned into three driving modes with closed-form forward and inverse kinematics, and zero-velocity transitions remove the kinematic model mismatch and the instantaneous-center-of-rotation discontinuity of a single unified model. Prototype measurements confirmed the motor-sizing torque assumptions, and chassis finite element analysis showed a factor of safety above 2.0 under maximum payload and quantified the in-plane stress induced by kinematic mismatch. In two field deployments, the robot reduced personnel by 25.0–27.3%, equipment by 42.9–60.0%, and installation duration by 50.0–85.7% relative to the incumbent methods, thereby extending mobile robots from horizontal transport to vertical OSC module installation. Full article
(This article belongs to the Section Robotics, Mechatronics and Intelligent Machines)
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39 pages, 44533 KB  
Article
Structural Performance and Boundary Effects of Dry-Jointed Sliding Masonry Infill Walls with Openings Under Sequential In-Plane and Out-of-Plane Loading
by Ibrahim Serkan Misir, Ali Cihan Demir, Sadik Can Girgin, Okan Onal and Cagrı Cetik
Buildings 2026, 16(13), 2580; https://doi.org/10.3390/buildings16132580 - 28 Jun 2026
Viewed by 549
Abstract
Conventional masonry infill walls can significantly alter the seismic response of framed buildings and often produce damage patterns incompatible with resilience-based seismic design. Dry-jointed sliding masonry wall systems have therefore emerged as deformation-tolerant alternatives that accommodate drift through controlled interface motion rather than [...] Read more.
Conventional masonry infill walls can significantly alter the seismic response of framed buildings and often produce damage patterns incompatible with resilience-based seismic design. Dry-jointed sliding masonry wall systems have therefore emerged as deformation-tolerant alternatives that accommodate drift through controlled interface motion rather than damage accumulation. This study investigates the sequential in-plane (IP) and out-of-plane (OOP) behavior of such systems considering wall thickness, openings, and boundary detailing. Six full-scale specimens were tested, including thick- and thin-wall reference specimens, thick-wall specimens with window openings, and thin-wall specimens with door openings. IP performance was evaluated using global hysteretic and energy-based response parameters, whereas OOP behavior was assessed through load–displacement response, an equivalent acceleration index, and selected image-based displacement fields. The results show that IP drift was mainly accommodated through distributed sliding along horizontal interfaces and local block rotation, without diagonal compression strut formation or brittle cracking, even at drift ratios up to approximately 3.5%. Wall thickness improved IP strength, stiffness, shear resistance, and cumulative energy dissipation, while openings mainly affected deformation compatibility and load-transfer continuity. Under OOP loading, wall thickness and boundary continuity increased stiffness and capacity while enabling resistance mobilization at smaller displacement levels. As inertia-based comparison indicators, boundary-enhanced thick- and thin-wall specimens reached equivalent acceleration capacities of 3.41 g and 1.64 g, respectively. Overall, the system reduced IP damage accumulation, but adequate OOP stability requires appropriate wall thickness, unit geometry, and boundary detailing. Full article
(This article belongs to the Section Building Structures)
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27 pages, 7886 KB  
Article
Fragility Analysis of RC Frames Accounting for In-Plan Irregularity Using Artificially Introduced Incremental Eccentricity
by Abdelghaffar Messaoudi, Mahmoud Abd-Elwahab, Hossameldeen Mohamed, Rachid Chebili, Hany Madkour, Mohamed Zakaria and Hugo Rodrigues
Buildings 2026, 16(11), 2086; https://doi.org/10.3390/buildings16112086 - 23 May 2026
Viewed by 542
Abstract
Reinforced concrete (RC) buildings are the most common structural system in urbanising regions. In many cases, architectural constraints and uneven distribution of structural elements often create eccentricity between the centre of mass (CM) and the centre of rigidity (CR). This eccentricity may induce [...] Read more.
Reinforced concrete (RC) buildings are the most common structural system in urbanising regions. In many cases, architectural constraints and uneven distribution of structural elements often create eccentricity between the centre of mass (CM) and the centre of rigidity (CR). This eccentricity may induce torsional effects during earthquakes that can significantly influence structural response and increase seismic vulnerability. This study investigates the impact of in-plan irregularity on the seismic performance of RC buildings using nonlinear numerical analyses. Three-dimensional models of four- and six-storey RC buildings with moment resisting frames were developed in OpenSees, where different levels of irregularity were introduced by artificially shifting the lumped mass to generate controlled eccentricities without modifying the structural configuration. Seismic performance was evaluated using nonlinear incremental dynamic analysis (IDA) based on forty ground motion records under bidirectional excitation. The results indicate that increasing CM–CR eccentricity amplifies inter-storey drift demands and elevates the probability of damage due to intensified torsional stresses. The adverse effect is most pronounced when eccentricity aligns with the direction of lower stiffness, whereas eccentricity in the stiffer direction has a limited impact on severe damage states, particularly for taller buildings. These findings provide valuable insights for risk-informed assessment, retrofitting, and prioritisation of existing plan-irregular RC buildings. Full article
(This article belongs to the Collection Innovation in Structural Analysis and Dynamics for Constructions)
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13 pages, 7813 KB  
Article
Influence of Humidity on the Domain-Structure Evolution During Local Switching in a (100) Cut Bi4Ti3O12 Single Crystal
by Anton Turygin, Mikhail Kosobokov, Semion Melnikov and Vladimir Shur
Crystals 2026, 16(5), 315; https://doi.org/10.3390/cryst16050315 - 8 May 2026
Viewed by 602
Abstract
The formation and growth of isolated domains during local switching by a biased tip of a scanning probe microscope in a (100) cut of a bismuth titanate Bi4Ti3O12 single crystal were studied experimentally. The as-grown domain structure consists [...] Read more.
The formation and growth of isolated domains during local switching by a biased tip of a scanning probe microscope in a (100) cut of a bismuth titanate Bi4Ti3O12 single crystal were studied experimentally. The as-grown domain structure consists of two domain types: a-type (out-of-plane) and b-type (in-plane). Local switching of the a-type domain area leads to anisotropic growth of a hexagonal a-type domain (a-a switching) with 180° walls. The dependence of the domain size on the pulse duration during domain growth along the b-axis was considered in terms of the anisotropic current-limited domain wall motion. Local switching of the b-type domain area leads to formation of a hexagonal a-type domain (b-a switching) with 90° walls increasing in size linearly with the applied voltage. The dependence of the domain size on the pulse duration was measured over a wide range of humidities. The increase in the domain size at moderate humidity is attributed to the effect of the water meniscus. The decrease in the domain size at high humidity is attributed to backswitching under the action of the residual depolarization field, facilitated by a conductive water layer on the side surfaces of the sample. The obtained results provide useful insights into the domain kinetics of ferroelectrics with C2 symmetry and can pave the way for the development of domain engineering techniques. The obtained results establish a direct relationship between local switching kinetics, crystallographic anisotropy, and environmental conditions. This provides the scientific community with a new framework for understanding domain wall motion in multiaxial ferroelectrics, which is essential for the development of stable and reliable domain-engineered devices. Full article
(This article belongs to the Special Issue Advanced Research on Ferroelectric Materials)
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15 pages, 3071 KB  
Article
In-Plane Vibration-Driven Miniature Piezoelectric Motor: Design, Modeling, and Experimental Characterization
by Yunlai Shi, Cong Tang, Junhan Wang and Ruijun Wang
Actuators 2026, 15(2), 103; https://doi.org/10.3390/act15020103 - 5 Feb 2026
Cited by 1 | Viewed by 1728
Abstract
High-speed miniature rotary actuators are critical components in compact, high-performance systems. However, conventional electromagnetic micromotors face a prominent trade-off between miniaturization and output performance, which restricts their applicability in highly integrated devices. To address this challenge, a novel high-speed rotary piezoelectric ultrasonic motor [...] Read more.
High-speed miniature rotary actuators are critical components in compact, high-performance systems. However, conventional electromagnetic micromotors face a prominent trade-off between miniaturization and output performance, which restricts their applicability in highly integrated devices. To address this challenge, a novel high-speed rotary piezoelectric ultrasonic motor is proposed. The proposed motor consists of a titanium alloy metal body with offset driving teeth, piezoelectric ceramic plates, two conical rotors, a compression spring, an output shaft, and a fastening sleeve. Four PZT-8 plates are bonded to the periphery of the metal body and excited to generate in-plane bending vibration modes; these vibrations are then transformed into unidirectional rotary motion through the periodic contraction and expansion of the offset driving teeth and frictional contact with the rotors. The operating principle and structural parameters of the proposed motor were analyzed and optimized using finite element analysis (FEA), including modal, harmonic response, and transient analyses. A prototype was fabricated to evaluate its mechanical properties. The stator has a compact size of 12 mm × 12 mm × 4 mm and a mass of 2.3 g. Experimental results demonstrate that under an excitation voltage of 350 Vp-p at the resonant frequency of 28.6 kHz, the motor achieves a maximum rotational speed of 4720 rpm and a maximum stall torque of 0.36 mN·m. With its simple structure, compact size, lightweight design, and excellent output performance, the proposed ultrasonic motor provides a solution for compact high-speed rotary actuation. Full article
(This article belongs to the Section Actuator Materials)
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16 pages, 1805 KB  
Article
Mechanistic Origin of a Stable Magnetic Vortex in Three-Dimensional Pyramid Fe Thin Films
by Juharni, Liliany N. Pamasi, Ni’matil Mabarroh, Azusa N. Hattori, Hidekazu Tanaka, Nobuyoshi Hosoito, Satoru Yoshimura and Ken Hattori
Magnetism 2026, 6(1), 6; https://doi.org/10.3390/magnetism6010006 - 9 Jan 2026
Viewed by 1908
Abstract
A magnetic vortex, characterized by curling in-plane magnetization, is generally unstable in two-dimensional (2D) ferromagnetic thin films. Here, we demonstrated that this vortex could be stable in three-dimensional (3D) pyramid-shaped Fe thin films and elucidated mechanistic origin of the stable vortex. Magnetization measurements [...] Read more.
A magnetic vortex, characterized by curling in-plane magnetization, is generally unstable in two-dimensional (2D) ferromagnetic thin films. Here, we demonstrated that this vortex could be stable in three-dimensional (3D) pyramid-shaped Fe thin films and elucidated mechanistic origin of the stable vortex. Magnetization measurements reveal characteristic MH hysteresis loops with a pronounced bending and a gradual slope near zero magnetization, contrasting strongly with the abrupt switching seen in 2D films. By decomposing the magnetization processes on each facet in pyramid, we identify the sequence of vortex formation, stabilization, and annihilation. The key factor is the 3D geometry: non-coplanar facet junctions at the ridge lines act as structural singularities that naturally pin domain walls (DWs). These ridge lines restrict DW motion, confine local magnetic structures, and mediate inter-facet interactions, creating geometrical constraints enhancing vortex stability. Vortex formation is driven by magnetostatic energy minimization, as in 2D films. However, ridge-induced weakening of inter-facet exchange becomes the dominant factor in the 3D pyramidal structure. Overall, the interplay of shape anisotropy, magnetostatic, exchange, and Zeeman energies under 3D constraints provides a clear framework for vortex stability, offering the first mechanistic insight into stable vortices in 3D ferromagnetic films and supporting future 3D magnetic devices. Full article
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20 pages, 1873 KB  
Article
Nonlinear Subharmonic Resonance Instability of an Arch-Type Structure Under a Vertical Base-Excitation
by Zilin Zhong, Xiaobin Xu, Fulin Shen, Zhiyong Yao and Weiguo Xiao
Buildings 2025, 15(23), 4356; https://doi.org/10.3390/buildings15234356 - 1 Dec 2025
Viewed by 2314
Abstract
This study develops an analytical framework for investigating in-plane nonlinear subharmonic resonance in fixed–fixed circular arches under a vertical base-excitation, a phenomenon not adequately addressed in previous research. Based on Hamilton’s principle, the governing partial differential equation for in-plane nonlinear motion is first [...] Read more.
This study develops an analytical framework for investigating in-plane nonlinear subharmonic resonance in fixed–fixed circular arches under a vertical base-excitation, a phenomenon not adequately addressed in previous research. Based on Hamilton’s principle, the governing partial differential equation for in-plane nonlinear motion is first derived. The tangential displacement is then expressed as a modal superposition, and the system is reduced to a set of second-order ordinary differential equations via the Galerkin method. Using the method of multiple scales, the nonlinear 1/2-subharmonic resonance is solved, yielding closed-form, steady-state amplitude–phase relations and corresponding stability conditions. Validation against finite element simulations and Runge–Kutta analyses confirms the accuracy of the proposed approach. Dimensionless fundamental frequencies match finite element results exactly, with discrepancies in critical base-excitation below 2.5%. A close agreement is observed in both the amplitude–frequency and force–response curves with numerical predictions and Bolotin’s method, accurately capturing the characteristic hardening nonlinearity and three distinct dynamic regions spanning negligible vibration, stable resonance, and instability. Parametric studies further reveal key trends. Larger included angles intensify the vibration amplitude and promote saddle-node bifurcation, while narrowing stable operating regions. Higher slenderness ratios enhance structural flexibility and nonlinearity, shifting resonant peaks toward higher frequencies. Increased damping suppresses the response amplitude and raises the thresholds for vibration initiation and bifurcation. Full article
(This article belongs to the Section Building Structures)
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21 pages, 1506 KB  
Article
GEO Spiral Cruising Orbit Design Using Relative Orbit Elements
by Zhiyong Liu, Sihang Zhang, Jianli Su and Xiaoshuai Ma
Electronics 2025, 14(18), 3616; https://doi.org/10.3390/electronics14183616 - 12 Sep 2025
Viewed by 989
Abstract
A new method of round-trip spiral cruising orbit design for GEO object surveillance is proposed using relative orbit elements (ROEs). The relationship between the in-plane configuration of spiral cruising orbits and ROEs is described. After that, in-plane impulse control strategies are shown for [...] Read more.
A new method of round-trip spiral cruising orbit design for GEO object surveillance is proposed using relative orbit elements (ROEs). The relationship between the in-plane configuration of spiral cruising orbits and ROEs is described. After that, in-plane impulse control strategies are shown for round-trip spiral cruising orbits, based on the relative motion control laws. Along-track maneuvers are performed on both sides of the cruise region in the strategies. Finally, the impulse control strategies are simulated, and the required velocity increment and performance of the cruising orbit are analyzed. The results indicate that the proposed configuration and control strategies are effective for round-trip spiral cruising orbit design. The required velocity impulse increases with cruising velocity while being free from the cruising period. Only a few velocity increments are needed for closely observing objects in the cruise region multiple times. Full article
(This article belongs to the Special Issue Constellation Satellite Design and Application)
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10 pages, 11710 KB  
Communication
Domain Wall Motion and the Interfacial Dzyaloshinskii–Moriya Interaction in Pt/Co/RuO2(Ru) Multilayers
by Milad Jalali, Kai Wang, Haoxiang Xu, Yaowen Liu and Sylvain Eimer
Materials 2025, 18(17), 4008; https://doi.org/10.3390/ma18174008 - 27 Aug 2025
Viewed by 1985
Abstract
The interfacial Dzyaloshinskii–Moriya interaction (DMI) plays a pivotal role in stabilising and controlling the motion of chiral spin textures, such as Néel-type bubble domains, in ultrathin magnetic films—an essential feature for next-generation spintronic devices. In this work, we investigate domain wall (DW) dynamics [...] Read more.
The interfacial Dzyaloshinskii–Moriya interaction (DMI) plays a pivotal role in stabilising and controlling the motion of chiral spin textures, such as Néel-type bubble domains, in ultrathin magnetic films—an essential feature for next-generation spintronic devices. In this work, we investigate domain wall (DW) dynamics in magnetron-sputtered Ta(3 nm)/Pt(3 nm)/Co(1 nm)/RuO2(1 nm) [Ru(1 nm)]/Pt(3 nm) multilayers, benchmarking their behaviour against control stacks. Vibrating sample magnetometry (VSM) was employed to determine saturation magnetisation and perpendicular magnetic anisotropy (PMA), while polar magneto-optical Kerr effect (P-MOKE) measurements provided coercivity data. Kerr microscopy visualised the expansion of bubble-shaped domains under combined perpendicular and in-plane magnetic fields, enabling the extraction of effective DMI fields. Brillouin light scattering (BLS) spectroscopy quantified the asymmetric propagation of spin waves, and micromagnetic simulations corroborated the experimental findings. The Pt/Co/RuO2 system exhibits a Dzyaloshinskii–Moriya interaction (DMI) constant of ≈1.08 mJ/m2, slightly higher than the Pt/Co/Ru system (≈1.03 mJ/m2) and much higher than the Pt/Co control (≈0.23 mJ/m2). Correspondingly, domain walls in the RuO2-capped films show pronounced velocity asymmetry under in-plane fields, whereas the symmetric Pt/Co/Pt shows negligible asymmetry. Despite lower depinning fields in the Ru-capped sample, its domain walls move faster than those in the RuO2-capped sample, indicating reduced pinning. Our results demonstrate that integrating RuO2 significantly alters interfacial spin–orbit interactions. Full article
(This article belongs to the Section Thin Films and Interfaces)
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27 pages, 4883 KB  
Article
Stochastic Vibration of Damaged Cable System Under Random Loads
by Yihao Wang, Wei Li and Drazan Kozak
Vibration 2025, 8(3), 44; https://doi.org/10.3390/vibration8030044 - 4 Aug 2025
Cited by 2 | Viewed by 1340
Abstract
This study proposes an integrated framework that combines nonlinear stochastic vibration analysis with reliability assessment to address the safety issues of cable systems under damage conditions. First of all, a mathematical model of the damaged cable is established by introducing damage parameters, and [...] Read more.
This study proposes an integrated framework that combines nonlinear stochastic vibration analysis with reliability assessment to address the safety issues of cable systems under damage conditions. First of all, a mathematical model of the damaged cable is established by introducing damage parameters, and its static configuration is determined. Using the Pearl River Huangpu Bridge as a case study, the accuracy of the analytical solution for the cable’s sag displacement is validated through the finite difference method (FDM). Furthermore, a quantitative relationship between the damage parameters and structural response under stochastic excitation is developed, and the nonlinear stochastic dynamic equations governing the in-plane and out-of-plane motions of the damaged cable are derived. Subsequently, a Gaussian Radial Basis Function Neural Network (GRBFNN) method is employed to solve for the steady-state probability density function of the system response, enabling a detailed analysis of how various damage parameters affect structural behavior. Finally, the First-Order and Second-Order Reliability Method (FORM/SORM) are used to compute the reliability index and failure probability, which are further validated using Monte Carlo simulation (MCS). Results show that the severity parameter η shows the highest sensitivity in influencing the failure probability among the damage parameters. For the system of the Pearl River Huangpu bridge, an increase in the damage extent δ from 0.1 to 0.4 can reduce the reliability-based service life of by approximately 40% under fixed values of the damage severity and location, and failure risk is highest when the damage is located at the midspan of the cable. This study provides a theoretical framework from the point of stochastic vibration for evaluating the response and associated reliability of mechanical systems; the results can be applied in practice with guidance for the engineering design and avoid potential damages of suspended cables. Full article
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23 pages, 5280 KB  
Article
Seismic Damage Pattern Analysis of Long-Span CFST Arch Bridges Based on Damper Configuration Strategies
by Bin Zhao, Longhua Zeng, Qingyun Chen, Chao Gan, Lueqin Xu and Guosi Cheng
Buildings 2025, 15(15), 2728; https://doi.org/10.3390/buildings15152728 - 2 Aug 2025
Cited by 1 | Viewed by 1313
Abstract
Variations in damper configuration strategies have a direct impact on the seismic damage patterns of long-span deck-type concrete-filled steel tube (CFST) arch bridges. This study developed an analysis and evaluation framework to identify the damage category, state, and progression sequence of structural components. [...] Read more.
Variations in damper configuration strategies have a direct impact on the seismic damage patterns of long-span deck-type concrete-filled steel tube (CFST) arch bridges. This study developed an analysis and evaluation framework to identify the damage category, state, and progression sequence of structural components. The framework aims to investigate the influence of viscous dampers on the seismic response and damage patterns of long-span deck-type CFST arch bridges under near-fault pulse-like ground motions. The effects of different viscous damper configuration strategies and design parameters on seismic responses of long-span deck-type CFST arch bridges were systematically investigated, and the preferred configuration and parameter set were identified. The influence of preferred viscous damper configurations on seismic damage patterns of long-span deck-type CFST arch bridges was systematically analyzed through the established analysis and evaluation frameworks. The results indicate that a relatively optimal reduction in bridge response can be achieved when viscous dampers are simultaneously installed at both the abutments and the approach piers. Minimum seismic responses were attained at a damping exponent α = 0.2 and damping coefficient C = 6000 kN/(m/s), demonstrating stability in mitigating vibration effects on arch rings and bearings. In the absence of damper implementation, the lower chord arch foot section is most likely to experience in-plane bending failure. The piers, influenced by the coupling effect between the spandrel construction and the main arch ring, are more susceptible to damage as their height decreases. Additionally, the end bearings are more prone to failure compared to the central-span bearings. Implementation of the preferred damper configuration strategy maintains essentially consistent sequences in seismic-induced damage patterns of the bridge, but the peak ground motion intensity causing damage to the main arch and spandrel structure is significantly increased. This strategy enhances the damage-initiation peak ground acceleration (PGA) for critical sections of the main arch, while concurrently reducing transverse and longitudinal bending moments in pier column sections. The proposed integrated analysis and evaluation framework has been validated for its applicability in capturing the seismic damage patterns of long-span deck-type CFST arch bridges. Full article
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16 pages, 1571 KB  
Article
Effectiveness of Ultrasound-Guided Lavage for Rotator Cuff Calcific Tendinopathy: A Case Series Study from a Clinical and Radiological Perspective
by Lucrezia Moggio, Michele Mercurio, Nicola Marotta, Umile Giuseppe Longo, Giorgio Gasparini, Antonio Ammendolia and Alessandro de Sire
J. Clin. Med. 2025, 14(15), 5376; https://doi.org/10.3390/jcm14155376 - 30 Jul 2025
Cited by 4 | Viewed by 4857
Abstract
Background/Objectives: Rotator cuff calcific tendinopathy (RCCT) is one of the most common causes of non-traumatic shoulder pain. To date, there is still no consensus regarding the most effective method for its treatment. Ultrasound-guided percutaneous aspiration is suggested during the reabsorption phase of [...] Read more.
Background/Objectives: Rotator cuff calcific tendinopathy (RCCT) is one of the most common causes of non-traumatic shoulder pain. To date, there is still no consensus regarding the most effective method for its treatment. Ultrasound-guided percutaneous aspiration is suggested during the reabsorption phase of calcific metaplasia. We aimed to evaluate the effectiveness of ultrasound-guided lavage for RCCT from a clinical and radiological perspective. Methods: We involved patients affected by RCCT of the supraspinatus tendon. The approach used for the calcification lavage was the one-needle technique, consisting in inserting a 16–18 G needle on a 20 mL syringe with 0.9% saline solution, in the calcific metaplasia, under ultrasound guidance, using an in-plane approach; the repetitive action of pressing and releasing the plunger was repeated until the contents of the syringe became milky, at which point the syringe was replaced with a new one, always containing saline solution. The physiotherapy treatment began 7 days after the procedure. We assessed the Numeric Rating Scale, the Gartner classification, the Disability of the Arm, Shoulder and Hand scale, the Constant–Murley shoulder score, and the passive range of motion of flexion and abduction. Results: We included 23 subjects. The analysis of the data at baseline and t1 showed a statistically significant improvement in all the functional variables (p < 0.05). This result was mainly evident for pain, with a p-value of 0.001. Conclusions: The findings of the present prospective case series study showed an improvement in the clinical and radiological outcomes after ultrasound-guided percutaneous aspiration for rotator cuff calcific tendinopathy. Full article
(This article belongs to the Special Issue Musculoskeletal Imaging and Intervention)
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12 pages, 2165 KB  
Article
Flexible Piezoresistive Sensors Based on PANI/rGO@PDA/PVDF Nanofiber for Wearable Biomonitoring
by Hong Pan, Yuxiao Wang, Guangzhong Xie, Chunxu Chen, Haozhen Li, Fang Wu and Yuanjie Su
J. Compos. Sci. 2025, 9(7), 339; https://doi.org/10.3390/jcs9070339 - 30 Jun 2025
Cited by 6 | Viewed by 2713
Abstract
Fibrous structure is a promising building block for developing high-performance wearable piezoresistive sensors. However, the inherent non-conductivity of the fibrous polymer remains a bottleneck for highly sensitive and fast-responsive piezoresistive sensors. Herein, we reported a polyaniline/reduced graphene oxide @ polydopamine/poly (vinylidene fluoride) (PANI/rGO@PDA/PVDF) [...] Read more.
Fibrous structure is a promising building block for developing high-performance wearable piezoresistive sensors. However, the inherent non-conductivity of the fibrous polymer remains a bottleneck for highly sensitive and fast-responsive piezoresistive sensors. Herein, we reported a polyaniline/reduced graphene oxide @ polydopamine/poly (vinylidene fluoride) (PANI/rGO@PDA/PVDF) nanofiber piezoresistive sensor (PNPS) capable of versatile wearable biomonitoring. The PNPS was fabricated by integrating rGO sheets and PANI particles into a PDA-modified PVDF nanofiber network, where PDA was implemented to boost the interaction between the nanofiber networks and functional materials, PANI particles were deposited on a nanofiber substrate to construct electroactive nanofibers, and rGO sheets were utilized to interconnect nanofibers to strengthen in-plane charge carrier transport. Benefitting from the synergistic effect of multi-dimensional electroactive materials in piezoresistive membranes, the as-fabricated PNPS exhibits a high sensitivity of 13.43 kPa−1 and a fast response time of 9 ms, which are significantly superior to those without an rGO sheet. Additionally, a wide pressure detection range from 0 to 30 kPa and great mechanical reliability over 12,000 cycles were attained. Furthermore, the as-prepared PNPS demonstrated the capability to detect radial arterial pulses, subtle limb motions, and diverse respiratory patterns, highlighting its potential for wearable biomonitoring and healthcare assessment. Full article
(This article belongs to the Special Issue Polymer Composites and Fibers, 3rd Edition)
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