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Tension and torsion distributions in tapered threaded connections
IF 7.1 1区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2025-03-15 DOI: 10.1016/j.ijmecsci.2025.110135
Tengfei Shi , Zeyu Qi , Caishan Liu , Xiangyu Li
Tapered threaded connections are widely used in casing and tubing applications. The load distribution in these connections is crucial for their strength and sealing performance. In this paper, we develop a tension–torsion coupling model for tapered thread connections for the first time. In the proposed model, the main structures of the connections are described as tension–torsion bars with variable properties, while the threads are modeled as modified cantilever beams fixed on the bars. By introducing the compatibility conditions and constitutive relations for thread contact, the contact force can be analytically obtained, and the tension–torsion coupling equilibrium equations for the connection are derived. The validation of the proposed model is confirmed through finite element analysis. While the finite element simulations require more than 1.6 h, the proposed model can instantaneously provide the load distributions. Based on the proposed model, the influence of geometrical and material parameters on load distribution is investigated. The comprehensive simulations demonstrate that the maximum tension and torsion loads are located at the cross-section where the external load is applied and where the connection is fixed. As the tapered angle increases and the thread angle decreases, both the maximum contact force and torque increase. The results obtained from the proposed model provide valuable insights for the design of sealing mechanisms in casing and tubing applications.
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引用次数: 0
Comprehensive thermoelastic stress-driven approach for thermo-mechanical-pressure multiphysics systems
IF 7.1 1区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2025-03-15 DOI: 10.1016/j.ijmecsci.2025.110133
Thanh T. Banh, Dongkyu Lee
In the design of multiphysics systems, particularly in aerospace, automotive, and civil engineering, optimizing stress distribution is crucial for ensuring the longevity and safety of structures. This study proposes a comprehensive methodology to address stress-related challenges in multiphysics systems, essential for maintaining structural integrity under complex thermo-mechanical-pressure loading conditions. The proposed methodology provides three principal contributions: (i) a novel solution for stress-related problems involving design-dependent pressure loads, achieved by establishing a design-dependent pressure field using Darcy’s law and a drainage term to implicitly identify pressure-bounding surfaces, providing an efficient method for evaluating load sensitivities; (ii) a comprehensive thermoelastic stress methodology for thermo-mechanical-pressure systems; and (iii) an extension to multiple material candidates to enhance robustness and design flexibility. To achieve these objectives, the well-established P-norm approach is employed to consolidate stresses into a unified global metric, while clustered regional and adaptive scaling techniques are used to manage localized stress concentrations effectively. The Moved and Regularized Heaviside function (MRHF)-based stress interpolation is integrated within the generalized Solid Isotropic Material with Penalization (SIMP) framework to handle multi-material problems efficiently. Furthermore, three adjoint vectors are introduced for thermoelastic stress sensitivity analysis using the adjoint variable technique, improving computational efficiency alongside a polygonal discretization scheme that enhances adaptability with diverse element types. The methodology’s efficiency, robustness, and practicality are demonstrated through various numerical examples, showing significant improvements in stress distribution and overall multiphysics system performance. Validation and verification processes further confirm the approach’s effectiveness, while numerical results highlight the influence of heat flux magnitude and material selection on optimized outcomes, demonstrating the methodology’s versatility for both stress minimization and stress-constrained problems. These contributions advance the field of multiphysics topology optimization by offering practical, robust, and efficient solutions to complex engineering challenges, providing a solid foundation for future developments in complex systems.
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引用次数: 0
Composite-airfoil-plate with embedded macro-fiber-composites: Aero-thermo-electro vibration analysis and active control 内嵌大纤维复合材料的复合材料机翼板:航空热电振动分析与主动控制
IF 7.1 1区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2025-03-15 DOI: 10.1016/j.ijmecsci.2025.110143
Yu Zhang , Hui Zhang , Hongwei Ma , Wei Sun , Kunpeng Xu , Hui Li
With the rapid development of aerospace technology, fiber reinforced composites (FRCs) have been widely used because of their excellent mechanical properties, especially composite airfoil plates with non-rectangular geometric characteristics (CAPs-NRG). Aiming at the complex vibration behavior of these structures, which may be caused by aerodynamic pressure and thermal load in high altitude and supersonic environments, a novel active vibration control design scheme of embedded macro fiber composites (MFCs) is proposed in this paper. Firstly, a dynamic modeling method of aero-thermo-electro coupling based on the penalty function method is developed to describe the dynamic response of CAPs-NRG with embedded MFCs accurately. The rationality of the model is verified by comparing it with the literature and the finite element method. Secondly, to deal with the adverse effects of complex aerodynamic loads and environmental noise on control performance, an adaptive hybrid control algorithm of the filtered-proportional differential-linear quadratic regulator (F-PD-LQR) based on the power change is designed to achieve more precise and reliable vibration control. Furthermore, the influence of geometric parameters of CAPs-NRG on flutter behavior is discussed, and the effectiveness of the proposed control algorithm under different aerodynamic pressure and temperature conditions is evaluated. Through the above research, this paper provides an efficient and reliable flutter control solution for CAPs-NRG and lays a foundation for ensuring flight vehicle safety.
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引用次数: 0
Discrete element modelling of electro-mechanical behaviour in modified cementitious materials
IF 7.1 1区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2025-03-15 DOI: 10.1016/j.ijmecsci.2025.110152
Zhoufeng Shi, Thang T. Nguyen, Ha H. Bui, Ye Lu
Carbon black nanoparticle (CBN) modified cementitious materials have intrinsic self-sensing ability owing to their enhanced electrical properties. The material has been gaining increasing attention for its potential in structural health monitoring; however, its sensing mechanisms rely on macroscopic observations, making it extremely difficult to predict and evaluate electro-mechanical behaviour. This limitation becomes especially significant when the material itself suffers internal damage. To improve the understanding of conductive mechanisms and quantitatively evaluate electrical resistance variations of such materials, this study proposes a novel approach by integrating the tunnelling effect-based mathematical model with the discrete element method (DEM) to simulate the electrical behaviour in CBN-modified cementitious materials. Compared to traditional analytical solutions, the proposed model shows comparable capability to describe the piezoresistivity behaviour in elastic regions. More importantly, in the plastic region where other solutions lose the niche due to crack development, this model is the first to demonstrate a good agreement between simulation and experiment data in terms of resistance changes caused by cracks. These results highlight that the proposed method can effectively capture the evolution of electrical resistance in both elastic and plastic regions, making it suitable for better understanding the mechanism of such materials for stress sensing and damage detection in practice.
碳黑纳米粒子(CBN)改性水泥基材料因其增强的电特性而具有内在的自感应能力。这种材料在结构健康监测方面的潜力日益受到关注;然而,其传感机制依赖于宏观观察,因此极难预测和评估其电子机械行为。当材料本身受到内部损坏时,这种局限性就变得尤为明显。为了加深对导电机制的理解并定量评估此类材料的电阻变化,本研究提出了一种新方法,将基于隧道效应的数学模型与离散元素法(DEM)相结合,模拟 CBN 改性水泥基材料的电气行为。与传统的分析解决方案相比,所提出的模型在描述弹性区域的压阻行为方面具有相当的能力。更重要的是,在其他解决方案因裂纹发展而失去优势的塑性区域,该模型首次证明了模拟与实验数据在裂纹引起的电阻变化方面的良好一致性。这些结果突出表明,所提出的方法能有效捕捉弹性和塑性区域的电阻演变,使其适用于在实践中更好地理解此类材料的应力传感和损伤检测机制。
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引用次数: 0
Dual Hamiltonian transformation and magneto-electro-thermo-viscoelastic contact analysis
IF 7.1 1区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2025-03-15 DOI: 10.1016/j.ijmecsci.2025.110077
Lizichen Chen , C.W. Lim , Weiqiu Chen
The application of high-throughput testing methodologies and the involvement of functionally graded specimens for material characterization show immense potential and plays an indispensable role in the progressive advent of advanced materials. Nevertheless, the inherent material inhomogeneity and multi-field coupling pose great obstacles in the fundamental theory and analysis for the behavior of functionally graded specimens, thus necessitating the proposal of new and innovative analytical approaches. Here, the contact model and analysis of a finite-sized magneto-electro-thermo-viscoelastic plane with a horizontal exponential material gradient is established based on a new symplectic approach. With prior linearization via Laplace transform, the state equations are constructed in the matrix form, resulting in the dual Hamiltonian transformation under homogeneous displacement constraint. The dual adjoint symplectic orthogonality is introduced and proved, elucidating the implications of symmetry breaking. General and particular solutions are derived to constitute the complete solution in the symplectic expansion. The analytical solution is verified by comparing with highly precise finite element solutions in the entire domain. This current work not only paves the way for an efficient and robust analytical framework via the symplectic methodology, but also sets a foundation with benchmark exact solutions for future research endeavors.
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引用次数: 0
Thermodynamically consistent phase-field modeling of elastocaloric effect: Indirect vs direct method
IF 7.1 1区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2025-03-14 DOI: 10.1016/j.ijmecsci.2025.110134
Wei Tang , Qihua Gong , Min Yi , Bai-Xiang Xu
Modeling elastocaloric effect (eCE) is crucial for the design of environmentally friendly and energy-efficient eCE based solid-state cooling devices. Here, a thermodynamically consistent non-isothermal phase-field model (PFM) coupling martensitic transformation with mechanics and heat transfer is developed and applied for simulating eCE. The model is derived from a thermodynamic framework which invokes the microforce theory and Coleman–Noll procedure. To avoid the numerical issue related to the non-differentiable energy barrier function across the transition point, the austenite–martensite transition energy barrier in PFM is constructed as a smooth function of temperature. Both the indirect method using isothermal PFM with Maxwell relations and the direct method using non-isothermal PFM are applied to calculate the elastocaloric properties. The former is capable of calculating both isothermal entropy change and adiabatic temperature change (ΔTad), but induces high computation cost. The latter is computationally efficient, but only yields ΔTad. In a model Mn–22Cu alloy, the maximum ΔTad (ΔTadmax) under a compressive stress of 100 MPa is calculated as 9.5 and 8.5 K in single crystal (3.5 and 3.8 K in polycrystal) from the indirect and direct method, respectively. It is found that the discrepancy of ΔTadmax by indirect and direct method is within 10% at stress less than 150 MPa, confirming the feasibility of both methods in evaluating eCE at low stress. However, at higher stress, ΔTadmax obtained from the indirect method is notably larger than that from the direct one. This is mainly attributed to that in the non-isothermal PFM simulations, the relatively large temperature increase at high stress could in turn hamper the austenite–martensite transition and thus finally yield a lower ΔTad. The results demonstrate the developed PFM herein, combined with both indirect and direct method for eCE calculations, as a practicable toolkit for the computational design of elastocaloric devices.
{"title":"Thermodynamically consistent phase-field modeling of elastocaloric effect: Indirect vs direct method","authors":"Wei Tang ,&nbsp;Qihua Gong ,&nbsp;Min Yi ,&nbsp;Bai-Xiang Xu","doi":"10.1016/j.ijmecsci.2025.110134","DOIUrl":"10.1016/j.ijmecsci.2025.110134","url":null,"abstract":"<div><div>Modeling elastocaloric effect (eCE) is crucial for the design of environmentally friendly and energy-efficient eCE based solid-state cooling devices. Here, a thermodynamically consistent non-isothermal phase-field model (PFM) coupling martensitic transformation with mechanics and heat transfer is developed and applied for simulating eCE. The model is derived from a thermodynamic framework which invokes the microforce theory and Coleman–Noll procedure. To avoid the numerical issue related to the non-differentiable energy barrier function across the transition point, the austenite–martensite transition energy barrier in PFM is constructed as a smooth function of temperature. Both the indirect method using isothermal PFM with Maxwell relations and the direct method using non-isothermal PFM are applied to calculate the elastocaloric properties. The former is capable of calculating both isothermal entropy change and adiabatic temperature change (<span><math><mrow><mi>Δ</mi><msub><mrow><mi>T</mi></mrow><mrow><mtext>ad</mtext></mrow></msub></mrow></math></span>), but induces high computation cost. The latter is computationally efficient, but only yields <span><math><mrow><mi>Δ</mi><msub><mrow><mi>T</mi></mrow><mrow><mtext>ad</mtext></mrow></msub></mrow></math></span>. In a model Mn–22Cu alloy, the maximum <span><math><mrow><mi>Δ</mi><msub><mrow><mi>T</mi></mrow><mrow><mtext>ad</mtext></mrow></msub></mrow></math></span> (<span><math><mrow><mi>Δ</mi><msubsup><mrow><mi>T</mi></mrow><mrow><mtext>ad</mtext></mrow><mrow><mtext>max</mtext></mrow></msubsup></mrow></math></span>) under a compressive stress of 100 MPa is calculated as 9.5 and 8.5 K in single crystal (3.5 and 3.8 K in polycrystal) from the indirect and direct method, respectively. It is found that the discrepancy of <span><math><mrow><mi>Δ</mi><msubsup><mrow><mi>T</mi></mrow><mrow><mtext>ad</mtext></mrow><mrow><mtext>max</mtext></mrow></msubsup></mrow></math></span> by indirect and direct method is within 10% at stress less than 150 MPa, confirming the feasibility of both methods in evaluating eCE at low stress. However, at higher stress, <span><math><mrow><mi>Δ</mi><msubsup><mrow><mi>T</mi></mrow><mrow><mtext>ad</mtext></mrow><mrow><mtext>max</mtext></mrow></msubsup></mrow></math></span> obtained from the indirect method is notably larger than that from the direct one. This is mainly attributed to that in the non-isothermal PFM simulations, the relatively large temperature increase at high stress could in turn hamper the austenite–martensite transition and thus finally yield a lower <span><math><mrow><mi>Δ</mi><msub><mrow><mi>T</mi></mrow><mrow><mtext>ad</mtext></mrow></msub></mrow></math></span>. The results demonstrate the developed PFM herein, combined with both indirect and direct method for eCE calculations, as a practicable toolkit for the computational design of elastocaloric devices.</div></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":"291 ","pages":"Article 110134"},"PeriodicalIF":7.1,"publicationDate":"2025-03-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143636619","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}
引用次数: 0
Semi-analytical framework for nonlinear vibration analysis of hard-magnetic soft beams
IF 7.1 1区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2025-03-14 DOI: 10.1016/j.ijmecsci.2025.110149
Zheng Chen, Hui Ren, Ping Zhou, Wei Fan
Hard-magnetic soft beams (HMSB) have emerged as foundational components for magnetic soft continuum robots, where resonant responses under periodic magnetic excitations govern bio-inspired locomotion modes such as crawling and swimming. However, the inherently strong geometric nonlinearities induced by large deformations lead to complex dynamic phenomena—including bifurcations, amplitude jumps, and multiple solutions—that challenge conventional transient dynamics frameworks. To address this, we propose a semi-analytical nonlinear dynamic framework of HMSB integrating three key advancements: (1) A geometrically exact kinematic model based on angular coordinates to capture large deformations; (2) An incremental harmonic balance (IHB) method enhanced by arc-length continuation for efficiently tracing stable/unstable periodic branches; (3) Parametric analysis of magnetic field amplitude, particle volume fractions, and nonuniform magnetization patterns. The framework is validated through numerical method and experimental data, first revealing the nonlinear dynamic characteristics of HMSB in both the primary and secondary resonance regions. In the primary resonance region, amplitude-frequency curves exhibit hardening behavior modulated by particle volume fraction φ, with a 40 % amplitude enhancement (compared to uniform φ = 20 %) and a 65 % reduction (compared to uniform φ = 40 %) in amplitude achieved via nonuniform magnetization pattern design. In the secondary resonance region, small amplitude and high-frequency oscillations are dominated by large damping, reducing nonlinear effects. This framework bridges the gap between nonlinear dynamics theory and magnetoactive soft robotic design, offering predictive tools for tailoring resonance-driven locomotion in soft robots.
硬磁软梁(HMSB)已成为磁软连续机器人的基础组件,在周期性磁激励下产生的共振响应控制着爬行和游泳等生物启发运动模式。然而,大变形引起的固有强几何非线性会导致复杂的动态现象,包括分岔、振幅跳跃和多解,这对传统的瞬态动力学框架提出了挑战。为了解决这个问题,我们提出了一个半解析的 HMSB 非线性动力学框架,其中集成了三个关键进展:(1) 基于角坐标的几何精确运动模型,以捕捉大变形;(2) 通过弧长延续增强的增量谐波平衡(IHB)方法,以有效追踪稳定/不稳定的周期性分支;(3) 磁场振幅、粒子体积分数和非均匀磁化模式的参数分析。该框架通过数值方法和实验数据进行了验证,首先揭示了 HMSB 在初级和次级共振区的非线性动态特性。在初级共振区,振幅-频率曲线表现出受颗粒体积分数 φ 调节的硬化行为,通过非均匀磁化模式设计,振幅增强了 40%(与均匀 φ = 20% 相比),振幅降低了 65%(与均匀 φ = 40% 相比)。在次级共振区,小振幅和高频振荡由大阻尼主导,从而减少了非线性效应。该框架弥补了非线性动力学理论与磁动软体机器人设计之间的差距,为定制软体机器人的共振驱动运动提供了预测工具。
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引用次数: 0
Shock compression and spallation of polyamides 6 and 66
IF 7.1 1区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2025-03-14 DOI: 10.1016/j.ijmecsci.2025.110127
R.C. Pan , B.X. Bie , Y. Cai , N.B. Zhang , L.Z. Chen , Y.X. Zhao , K. Li , H.W. Chai , L. Lu , S.N. Luo
Polyamide 6 (PA6) and polyamide 66 (PA66) are widely used engineering polymers for high-speed applications, and yet their behaviors under extreme impact loading remain unclear. We systematically investigate their dynamic responses through plate impact experiments, and measure their Hugoniot equations of state (shock adiabats) and free-surface velocity histories up to peak shock stress of 1.6 GPa. The postmortem samples are characterized with synchrotron X-ray computed tomography. Quadratic and linear shock velocity–particle velocity relations are obtained for PA6 and PA66, respectively. Spall strength remains nearly constant for both PA6 and PA66 (approximately 0.18 GPa and 0.23 GPa, respectively) up to peak shock stress of 1.1 GPa. PA6 and PA66 demonstrate ductile and brittle fracture characteristics under high strain rate tension, respectively. The influences of chain conformations and hydrogen bond density on the dynamic mechanical properties and underlying damage mechanisms are elucidated. These differences in dynamic responses of PA6 and PA66 can be attributed to rearrangement and breakage of polymer chains, significantly influenced by varying hydrogen bond frequencies. This study contributes to understanding the connections between hydrogen bond density, chain conformation, and bulk mechanical properties in polyamides, and can be useful for advancing their applications in protective and structural materials.
{"title":"Shock compression and spallation of polyamides 6 and 66","authors":"R.C. Pan ,&nbsp;B.X. Bie ,&nbsp;Y. Cai ,&nbsp;N.B. Zhang ,&nbsp;L.Z. Chen ,&nbsp;Y.X. Zhao ,&nbsp;K. Li ,&nbsp;H.W. Chai ,&nbsp;L. Lu ,&nbsp;S.N. Luo","doi":"10.1016/j.ijmecsci.2025.110127","DOIUrl":"10.1016/j.ijmecsci.2025.110127","url":null,"abstract":"<div><div>Polyamide 6 (PA6) and polyamide 66 (PA66) are widely used engineering polymers for high-speed applications, and yet their behaviors under extreme impact loading remain unclear. We systematically investigate their dynamic responses through plate impact experiments, and measure their Hugoniot equations of state (shock adiabats) and free-surface velocity histories up to peak shock stress of <span><math><mo>∼</mo></math></span>1.6 GPa. The postmortem samples are characterized with synchrotron X-ray computed tomography. Quadratic and linear shock velocity–particle velocity relations are obtained for PA6 and PA66, respectively. Spall strength remains nearly constant for both PA6 and PA66 (approximately 0.18 GPa and 0.23 GPa, respectively) up to peak shock stress of 1.1 GPa. PA6 and PA66 demonstrate ductile and brittle fracture characteristics under high strain rate tension, respectively. The influences of chain conformations and hydrogen bond density on the dynamic mechanical properties and underlying damage mechanisms are elucidated. These differences in dynamic responses of PA6 and PA66 can be attributed to rearrangement and breakage of polymer chains, significantly influenced by varying hydrogen bond frequencies. This study contributes to understanding the connections between hydrogen bond density, chain conformation, and bulk mechanical properties in polyamides, and can be useful for advancing their applications in protective and structural materials.</div></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":"291 ","pages":"Article 110127"},"PeriodicalIF":7.1,"publicationDate":"2025-03-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143636620","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}
引用次数: 0
Interfacial performance of slab track with gradient polymer-modified self-compacting concrete
IF 7.1 1区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2025-03-13 DOI: 10.1016/j.ijmecsci.2025.110145
Yanrong Zhang, Haonan Zhang, Liang Gao, Kai Wu, Yi Ding, Lei Liu
Excellent bonding and a moderate elastic modulus of self-compacting concrete (SCC) are crucial for reducing the interfacial damage of slab track and meanwhile avoiding a sharp decrease in elastic modulus. In this study, a gradient distribution of polymer in SCC was introduced to slab tracks for the first time, ensuring a significant enhancement of interfacial performance. An interface damage model of slab track was established to investigate the influences of mechanical parameters of gradient polymer-modified SCC and interfacial cohesive parameters on the interfacial displacement, stress and damage initiation. It is expected to improve the interfacial performance of slab tracks and bring new insights into the development of long-service-life slab tracks. Results indicated that the gradient elastic modulus effectively coordinated interface deformation and reduced the interfacial displacement and stress, minimizing the initiation of interfacial damage. The gradient Poisson's ratio had little influence on the interfacial damage. Moreover, the local accumulation of polymer on the surface of SCC significantly reduced both the interfacial normal and tangential stiffness, thereby lowering the interfacial stress. Additionally, the accumulation of polymers (≤ 20 %) enhanced the tangential cohesive strength of the interface between SCC and track slab. These effects led to a noticeable reduction in the damage initiation factor of the interface in the slab track.
自密实混凝土(SCC)优异的粘结性和适中的弹性模量是减少板轨界面损坏并同时避免弹性模量急剧下降的关键。本研究首次将聚合物在自密实混凝土(SCC)中的梯度分布引入板轨,确保显著提高板轨的界面性能。建立了板坯轨道界面损伤模型,研究了梯度聚合物改性 SCC 力学参数和界面内聚力参数对界面位移、应力和损伤起始的影响。该研究有望改善板轨的界面性能,并为开发长寿命板轨带来新的启示。结果表明,梯度弹性模量能有效协调界面变形,降低界面位移和应力,最大限度地减少界面损伤的发生。梯度泊松比对界面损伤的影响很小。此外,聚合物在 SCC 表面的局部累积大大降低了界面法向和切向刚度,从而降低了界面应力。此外,聚合物的累积(≤ 20%)增强了 SCC 和轨道板之间界面的切向内聚强度。这些效应明显降低了轨道板界面的损伤起始系数。
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引用次数: 0
Wave and vibration attenuation in graded elastic metamaterial beams with local resonators
IF 7.1 1区 工程技术 Q1 ENGINEERING, MECHANICAL Pub Date : 2025-03-13 DOI: 10.1016/j.ijmecsci.2025.110125
C.B.F. Gomes , M.C.P. dos Santos , B.C.C. Araújo , F.N. Pereira , E.D. Nobrega , J.M.C. Dos Santos , E.J.P. Miranda Jr. , A. Sinatora
This study investigated the bending band gaps in an Euler–Bernoulli metamaterial beam with attached mass–spring resonators. The position and mass of the resonators were considered following three different configurations, given by the arithmetic, geometric, and quadratic progressions. With the extended plane wave expansion (EPWE), wave finite element (WFE), and wave spectral element (WSE) methods, complex dispersion diagrams were obtained, where the band gaps due to Bragg scattering and local resonance were analyzed. From the study of vibration via forced response, the results are confirmed also for finite structures. A coupling between locally resonant and first Bragg-type band gaps (461Hz) was observed considering a set of N=10 resonators, increasing the wave attenuation region. The wave propagation and forced response simulations showed that the grading of the resonators’ positions can modulate the coupling between local resonance and Bragg band gaps, demonstrating the potential to enhance attenuation by leveraging the natural vibration frequency of graded resonators. The influence of the resonator mass was studied through parametric diagrams, where the change of the smallest part of the imaginary component of Bloch wave vector with the increase of the ratio between the mass of the resonators and the unit cell of the bare beam was observed. The dispersion diagrams and forced responses indicated that the best dynamic performance in terms of wave and vibration attenuation was obtained for simultaneous geometric progression in the resonator’s positions and arithmetic progression in the resonator’s mass, respectively.
{"title":"Wave and vibration attenuation in graded elastic metamaterial beams with local resonators","authors":"C.B.F. Gomes ,&nbsp;M.C.P. dos Santos ,&nbsp;B.C.C. Araújo ,&nbsp;F.N. Pereira ,&nbsp;E.D. Nobrega ,&nbsp;J.M.C. Dos Santos ,&nbsp;E.J.P. Miranda Jr. ,&nbsp;A. Sinatora","doi":"10.1016/j.ijmecsci.2025.110125","DOIUrl":"10.1016/j.ijmecsci.2025.110125","url":null,"abstract":"<div><div>This study investigated the bending band gaps in an Euler–Bernoulli metamaterial beam with attached mass–spring resonators. The position and mass of the resonators were considered following three different configurations, given by the arithmetic, geometric, and quadratic progressions. With the extended plane wave expansion (EPWE), wave finite element (WFE), and wave spectral element (WSE) methods, complex dispersion diagrams were obtained, where the band gaps due to Bragg scattering and local resonance were analyzed. From the study of vibration via forced response, the results are confirmed also for finite structures. A coupling between locally resonant and first Bragg-type band gaps (<span><math><mrow><mo>∼</mo><mn>461</mn><mspace></mspace><mi>Hz</mi></mrow></math></span>) was observed considering a set of <span><math><mrow><mi>N</mi><mo>=</mo><mn>10</mn></mrow></math></span> resonators, increasing the wave attenuation region. The wave propagation and forced response simulations showed that the grading of the resonators’ positions can modulate the coupling between local resonance and Bragg band gaps, demonstrating the potential to enhance attenuation by leveraging the natural vibration frequency of graded resonators. The influence of the resonator mass was studied through parametric diagrams, where the change of the smallest part of the imaginary component of Bloch wave vector with the increase of the ratio between the mass of the resonators and the unit cell of the bare beam was observed. The dispersion diagrams and forced responses indicated that the best dynamic performance in terms of wave and vibration attenuation was obtained for simultaneous geometric progression in the resonator’s positions and arithmetic progression in the resonator’s mass, respectively.</div></div>","PeriodicalId":56287,"journal":{"name":"International Journal of Mechanical Sciences","volume":"293 ","pages":"Article 110125"},"PeriodicalIF":7.1,"publicationDate":"2025-03-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"143687019","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}
引用次数: 0
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International Journal of Mechanical Sciences
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