首页/文章/ 详情

【新文速递】2026年1月1日固体力学SCI期刊最新文章

7月前浏览490
 

今日更新:Journal of the Mechanics and Physics of Solids 2 篇,Thin-Walled Structures 5 篇

Journal of the Mechanics and Physics of Solids

Electro-mechanical wrinkling of soft dielectric films bonded to hyperelastic substrates

Bin Wu, Linghao Kong, Weiqiu Chen, Davide Riccobelli, Michel Destrade

doi:10.1016/j.jmps.2025.106490

超弹性衬底上软介质薄膜的机电起皱

Active control of wrinkling in soft film-substrate composites using electric fields is a critical challenge in tunable material systems. Here, we investigate the electro-mechanical instability of a soft dielectric film bonded to a hyperelastic substrate, revealing the fundamental mechanis ms that enable on-demand surface patterning. For the linearized stability ana lysis, we use the Stroh formalis m and the surface impedance method to obtain exact and sixth-order approximate bifurcation equations that signal the onset of wrinkles. We derive the explicit bifurcation equations giving the critical stretch and critical voltage for wrinkling, as well as the corresponding critical wavenumber. We look at scenarios where the voltage is kept constant and the stretch changes, and vice versa. We provide the thresholds of the shear modulus ratio  rc0 or pre-stretch λc0 below which the film-substrate system wrinkles mechanically, prior to the application of a voltage. These predictions offer theoretical guidance for practical structural design, as the shear modulus ratio r and/or the pre-stretch λ can be chosen to be slightly greater than rc0 and/or λc0, so that the film-substrate system wrinkles with a s m all applied voltage. Finally, we simulate the full nonlinear behavior using the Finite Element method (FEniCS) to validate our formulas and conduct a post-buckling an alysis. This work advances the fundamental understanding of electro-mechanical wrinkling instabilities in soft material systems. By enabling active control of surface morphologies via applied electric fields, our findings open new avenues for adaptive technologies in soft robotics, flexible electronics, s mart surfaces, and bioinspired systems.

在可调材料系统中,利用电场对软薄膜-基底复合材料的褶皱进行主动控制是一项关键挑战。在此,我们研究了与超弹性基底粘合的软电介质薄膜的电机械失稳现象,揭示了实现按需表面图案化的基本机制。对于线性化稳定性分析,我们采用斯特罗赫形式和表面阻抗法,获得了精确的和六阶近似的分岔方程,这些方程预示着褶皱的出现。我们推导出了给出褶皱临界拉伸和临界电压以及相应临界波数的显式分岔方程。我们考察了电压保持不变而拉伸变化的情况,以及拉伸保持不变而电压变化的情况。我们给出了剪切模量比 rc0 或预拉伸 λc0 的阈值,低于该阈值时,在施加电压之前,薄膜-基底系统就会发生机械褶皱。这些预测为实际结构设计提供了理论指导,因为剪切模量比 r 和/或预拉伸 λ 可以选择略大于 rc0 和/或 λc0,从而使薄膜-基底系统在施加较小电压时产生褶皱。最后,我们使用有限元方法(FEniCS)模拟了整个非线性行为,以验证我们的公式并进行后屈曲分析。这项工作推进了对软材料系统中机电褶皱不稳定性基本原理的理解。通过利用施加的电场实现对表面形态的主动控制,我们的发现为软机器人、柔性电子、智能表面和仿生系统中的自适应技术开辟了新的途径。


A stationary phase-based theory of diffraction: Modeling three-dimensional elastic wave diffraction from defect edges with arbitrary shapes

Zhengyu Wei, Fan Shi

doi:10.1016/j.jmps.2025.106498

基于定相的衍射理论:基于任意形状缺陷边缘的三维弹性波衍射建模

Elastic wave diffraction is strongly affected by both the finite size and geometric complexity of edges. Previous studies have primarily focused on diffraction from finite straight edges, particularly in applications such as seis mic wave exploration, ultrasonic imaging and noise control. However, modeling of elastodynamic diffraction from three-dimensional edges with arbitrary shapes remains underdeveloped, despite its importance in understanding the diffraction behavior of realistic defect geometries for accurate defect characterization. In this work, we develop an edge-segment stationary phase-based theory of diffraction (SPTD) for the accurate calculation of elastic wave diffraction from arbitrarily shaped 3D edges. Conventional edge-diffraction formulations, such as the incremental theory of diffraction (ITD), may suffer from non-physical amplitude fluctuations and even singular behavior when applied to rough or irregular edges, primarily due to the breakdown of the stationary-phase approximation at the elemental edge-segment level. To address this limitation, the proposed SPTD enforces the stationary-phase condition by projecting discretized edge segments onto virtual edges determined by the local diffraction Snell’s law. This formulation effectively suppresses non-physical amplitude fluctuations and singular contributions, thereby significantly improving the accuracy of predictions of diffraction waves. The SPTD model delivers consistently accurate results for a variety of edge geometries, such as straight, elliptical, and sinusoidal shapes, over a broad range of diffraction angles. In addition, the proposed SPTD model is used to examine the limitation of classical modeling methods. Notably, the classical geometrical theory of diffraction (GTD) is rederived within this framework, yielding a refined expression that extends its applicability to finite-length straight and curved edges, though it remains less general than the SPTD model.

弹性波衍射受边缘的有限尺寸和几何复杂性的强烈影响。以前的研究主要集中在有限直边的衍射,特别是在地震波勘探、超声成像和噪声控制等应用中。然而,从任意形状的三维边缘建立弹性动力学衍射模型仍然不发达,尽管它对于理解实际缺陷几何形状的衍射行为对于准确表征缺陷具有重要意义。在这项工作中,我们建立了一种基于边缘段固定相的衍射理论(SPTD),用于精确计算任意形状的三维边缘的弹性波衍射。传统的边缘衍射公式,如增量衍射理论(ITD),当应用于粗糙或不规则边缘时,可能会出现非物理振幅波动甚至奇异行为,这主要是由于在基本边缘段水平上的定相近似被击穿。为了解决这一限制,所提出的SPTD通过将离散的边缘段投影到由局部衍射斯涅尔定律确定的虚拟边缘上来强制执行定相条件。该公式有效地抑制了非物理振幅波动和奇异贡献,从而显著提高了衍射波预测的准确性。SPTD模型在广泛的衍射角度范围内,为各种边缘几何形状(如直线、椭圆和正弦形状)提供一致的精确结果。此外,本文还利用SPTD模型验证了传统建模方法的局限性。值得注意的是,经典的几何衍射理论(GTD)是在这个框架内重新推导的,产生了一个精炼的表达式,扩展了它对有限长直线和弯曲边缘的适用性,尽管它仍然不如SPTD模型一般。


Thin-Walled Structures

Experimental and numerical investigations of S700 high strength cold-formed steel built-up I-section short and long beam–columns

Chicheng Ma, Yuyin Wang, Andi Su, Ou Zhao

doi:10.1016/j.tws.2025.114460

S700型高强度冷弯型钢组合工字钢短、长梁柱的试验与数值研究

This paper presents an experimental and numerical study into structural performance of S700 high strength cold-formed steel built-up I-section beam–columns. An experimental programme, incorporating tensile coupon tests, measurements of initial geometric imperfections, a total of 22 beam–column tests, including 10 short beam–column tests and 12 long beam–column tests, was first conducted. Each built-up I-section was composed of two unlipped channel sections in a back-to-back manner, with arrangement of internal connection screws according to the relevant requirements of the American specification. A comprehensive numerical study, in which finite element models were established, validated by the test results and used to conduct parametric studies, was then performed. Based on the obtained experimental and numerical data, the beam–column design provisions, as set out in the European code (EC3) at both cross-section and member levels and the American specification (AISI) at stability level, were assessed for their applicability to S700 high strength cold-formed steel built-up I-section beam–columns. The evaluation results reveal that (i) EC3 yields overall slightly conservative ultimate load predictions, while more conservative EC3 ultimate load predictions were observed for Class 3 sections compared to Class 1 and 2 sections, (ii) AISI results in overall higher design accuracy and consistency than EC3, (iii) EC3 and AISI ultimate load predictions for short beam–columns are found to be more conservative than those for long beam–columns, and (iv) both EC3 and AISI exhibit higher design accuracy for the bending-dominant cases (i.e., with θ values decreasing), but some unsafe predictions for LBCs still exist due to the over-allowance for plasticity.

本文对S700型高强度冷弯型钢组合工字钢梁柱的结构性能进行了试验和数值研究。首先进行了一项试验方案,包括拉伸接头试验、初始几何缺陷测量、总共22次梁柱试验,包括10次短梁柱试验和12次长梁柱试验。每个组合式工字段由两个无唇槽段背靠背组成,内连接螺钉按美国规范相关要求布置。然后进行了全面的数值研究,其中建立了有限元模型,通过试验结果进行验证,并用于进行参数研究。根据获得的试验和数值数据,评估了欧洲规范(EC3)在截面和构件水平和美国规范(AISI)在稳定水平上的梁柱设计规定对S700型高强度冷弯型钢组合工字截面梁柱的适用性。评估结果显示:(i) EC3给出的极限荷载预测总体上略保守,而EC3对3类截面的极限荷载预测比1类和2类截面更为保守;(ii)与EC3相比,AISI的设计精度和一致性总体上更高;(iii) EC3和AISI对短梁柱的极限荷载预测比长梁柱的更保守。(iv) EC3和AISI在弯曲主导情况下(即θ值降低)都表现出更高的设计精度,但由于过度考虑塑性,对lbc的一些不安全预测仍然存在。


Self-swing of a thermo-responsive L-shaped rod partially resting on a hot plate

Yong Yu, Fangfei Liu, Chuanyang Huang, Kai Li

doi:10.1016/j.tws.2025.114464

部分放置在热板上的热响应l形棒的自摆动

In this work, we present a novel asymmetric L-shaped rod design that achieves self-swinging by deliberately extending auxiliary structures beyond the thermal boundary. Theoretical modeling, based on Hamilton’s principle and extending existing dynamic frameworks, reveals two distinct motion states: static and self-swing modes. Numerical simulations confirm these predictions and demonstrate how the system compensates for damping dissipation through thermal energy absorption, sustaining the self-swing. Experimental results align closely with theoretical predictions, validating the proposed mechanis m. Further numerical a nalysis examines key parameters—damping coefficient, gravitational acceleration, and thermal contraction coefficient—quantifying their influence on swing amplitude and frequency. The proposed L-shaped rod introduces a simple yet functionally powerful geometry that breaks symmetry to unlock directional self-swing, offering a novel mechanis m for harvesting low-grade thermal energy. By combining theoretical modeling with experimental validation, this work not only deepens the understanding of asymmetric self-excited dynamics in thermo-responsive systems but also provides a practical and scalable design framework for future applications in thermal energy harvesting and untethered micro-robotics.

在这项工作中,我们提出了一种新的非对称l形杆设计,通过故意将辅助结构延伸到热边界之外来实现自摆动。理论建模基于汉密尔顿原理并扩展现有的动力学框架,揭示了两种截然不同的运动状态:静态和自摆动模式。数值模拟证实了这些预测,并演示了系统如何通过吸收热能来补偿阻尼耗散,维持自摆。实验结果与理论预测密切一致,验证了所提出的机制。进一步的数值分析检验了关键参数——阻尼系数、重力加速度和热收缩系数——量化了它们对摆动幅度和频率的影响。l型杆引入了一种简单但功能强大的几何结构,打破了对称性,解锁了定向自摆动,为收集低等级热能提供了一种新的机制。通过理论建模和实验验证相结合,本研究不仅加深了对热响应系统中不对称自激动力学的理解,而且为热能收集和无系绳微型机器人的未来应用提供了一个实用和可扩展的设计框架。


Data-physics Coupling Drive An alysis of Penetration Resistance Mechanis m for Thin UHMWPE Laminate

Kaiying Wang, Yiding Wu, Xuan Zhou, Yilei Yu, Lizhi Xu, Guangfa Gao

doi:10.1016/j.tws.2025.114468

超薄聚乙烯层合板抗侵彻机理的数据物理耦合驱动分析

Research on the penetration resistance mechanis m of ultra-high molecular weight polyethylene laminates (UHMWPEL) is of significant importance for understanding their ballistic performance, which can guide the design of UHMWPEL with appropriate specifications for different anti-penetration scenarios. To reduce computational, temporal and financial costs in engineering research, deep learning (DL) technique was applied to investigate the intrinsic penetration resistance mechanis m of thin UHMWPEL. Based on traditional ballistic test and finite element model (FEM), a coupling drive between DL and dimensional an alysis theory was employed. The influence of the coupling effects of spherical projectile diameter and mass penetrating UHMWPEL of the same thickness was studied, thereby enhancing the understanding of its penetration resistance mechanis m. The results demonstrate that the ballistic limit velocity (Vbl) of thin UHMWPEL decreases with increasing projectile diameter, while the peak energy absorption values of all five curves occur near their respective Vbl. In contrast, the ballistic limit energy increases with projectile diameter. A predominantly linear relationship was observed between the normalized energy absorption ratio and the normalized velocity ratio, with the fitting line bidirectionally converging at two extreme points on the two extreme lines toward. The optimized artificial neural network (ANN) model successfully predicted the object physical variables, including residual velocity of projectile, energy absorbed by UHMWPEL, and normalized energy absorption ratio, with mean relative errors all below 10% (minimum: 2.23%). It is found that DL technology can provide reliable physical variable data for engineering research at significantly lower costs compared to traditional experimental and numerical simulation methods. By forming a data-physics coupling drive between DL and dimensional ana lysis, this methodology has successfully revealed fundamental dimensionless relationship and penetration resistance mechanis m.

对超高分子量聚乙烯复合材料(UHMWPEL)抗穿透机制的研究对于理解其防弹性能具有重要意义,这能够指导针对不同防穿透场景设计具有适当规格的 UHMWPEL。为降低工程研究中的计算、时间和资金成本,将深度学习(DL)技术应用于探究薄型 UHMWPEL 的内在抗穿透机制。基于传统的防弹测试和有限元模型(FEM),采用深度学习与量纲分析理论的耦合驱动。研究了相同厚度的 UHMWPEL 被不同直径和质量的球形弹丸穿透时的耦合效应,从而加深了对其抗穿透机制的理解。结果表明,薄型 UHMWPEL 的防弹极限速度(Vbl)随弹丸直径的增大而减小,而所有五条曲线的峰值能量吸收值均出现在各自 Vbl 附近。相反,防弹极限能量随弹丸直径的增大而增大。观察到归一化能量吸收率与归一化速度比之间存在主要的线性关系,拟合线在两条极端线上的两个极端点双向收敛。优化的人工神经网络(ANN)模型成功预测了物体的物理变量,包括弹丸的剩余速度、超高分子量聚乙烯纤维吸收的能量以及归一化能量吸收率,平均相对误差均低于 10%(最小值:2.23%)。发现深度学习技术能够以显著低于传统实验和数值模拟方法的成本为工程研究提供可靠的物理变量数据。通过在深度学习与量纲分析之间形成数据 - 物理耦合驱动,该方法成功揭示了基本的无量纲关系和抗穿透机制。


Nonlinear chaotic and periodic responses of obliquely stiffened sigmoid FG cylindrical shells under principal torsional parametric, subharmonic, and 1:2 internal resonances

Kamran Foroutan, Farshid Torabi

doi:10.1016/j.tws.2025.114463

斜加劲s形FG圆柱壳在主扭参数、次谐波和1:2内共振下的非线性混沌和周期响应

This paper examines the nonlinear dynamic (ND) behaviors of obliquely stiffened sigmoid functionally graded (OSSFG) cylindrical shells (CSs) exposed to the combined external and torsional loading. Both the CSs and the oblique stiffeners (OSs) are modeled as sigmoid functionally graded (SFG) materials, with composition varying through the thickness from metal-rich at the bottom and top surfaces to ceramic-rich at the mid-plane. The governing nonlinear motion equations are formulated by employing Donnell’s shell theory (DST) together with von Kármán’s nonlinear strain–displacement relations. A mechanical model is then established for SFG-CSs reinforced with two intersecting series of OSs, where the stiffener angles may either be similar or differ. To discretize the system, Galerkin’s approach is employed, transforming the equations to a nonlinear dynamical model with two degrees of freedom that incorporates quadratic and cubic nonlinearities together with external and torsional excitations. The investigation primarily focuses on the ND behaviors of the system under subharmonic resonance (order 1/2), the 1:2 internal resonance, and the principal torsional parametric resonance. By applying the method of multiple scales (MMSs), a four-dimensional set of nonlinear averaged equations is obtained. Numerical simulations are then carried out for the first time to uncover essential dynamic behaviors of the system, including phase portraits, Poincaré maps, and waveform plots, thereby demonstrating how variations in material gradation and stiffener angles influence the nonlinear response of the shells.

本文研究了斜加筋s型梯度功能圆柱壳在外力和扭转复合载荷作用下的非线性动力特性。CSs和斜加强筋(OSs)都被建模为s型功能梯度(SFG)材料,其成分随厚度的变化而变化,从底部和顶部表面的富金属到中间表面的富陶瓷。采用Donnell壳理论(DST)和von Kármán的非线性应变-位移关系建立了控制非线性运动方程。在此基础上,建立了两串相交的肋板加筋SFG-CSs的力学模型,其中肋板加筋角度可能相似,也可能不同。为了使系统离散化,采用伽辽金方法,将方程转换为包含二次和三次非线性以及外部和扭转激励的两自由度非线性动力学模型。主要研究了系统在次谐波共振(1/2阶)、1:2内部共振和主扭参量共振下的ND行为。采用多尺度法,得到了一组四维非线性平均方程。然后进行了首次数值模拟,揭示了系统的基本动态行为,包括相位肖像,庞加莱图和波形图,从而展示了材料级配和加强角的变化如何影响壳的非线性响应。


Experimental Study on Prefabricated CFST Columns with Bolt-Coupler Baseplate Connections under Compression

Md Ashraful Habib, Md Kamrul Hassan, Swapan Saha, Bulbul Ahmed, Mohammad Ghannam

doi:10.1016/j.tws.2025.114465

预应力钢管混凝土预制柱-螺栓连接底板受压试验研究

This paper investigates the structural behaviour of prefabricated concrete-filled steel tubular columns (CFST) with bolt-coupler baseplate (BCB) connections under compression experimentally. BCB connection is an innovative solution that simplifies the construction process and reduces costs. Experimental investigations were conducted on 10 column specimens (5 stub columns and 5 slender columns) to understand the effectiveness of BCB connections used in prefabricated CFST (PCFST) columns to transfer the load of the upper column to the lower column. Four CFST columns without connection and six PCFST with BCB connections were prepared. Results showed that prefabricated CFST stub columns with BCB connections achieved comparable or slightly higher ( ≈ 1.4 % ) load-carrying capacity than CFST columns without connections. For CFST slender columns with BCB connections, the 87% increase in height compared to the stub columns resulted in a slightly lower load-carrying capacity ( ≈ 1.5 % ) than that of CFST columns without connections. The ultimate compressive strength of the proposed prefabricated CFST columns, along with 19 previously reported tests with various connections, was used to evaluate the predictive accuracy of the existing design codes (EC4 and AS 2327). Findings indicated that the connection type significantly impacts design strength and that must be considered. Cost an alysis confirmed that BCB connections are more economical than splice plate blind bolted connections (by 77%) and conventional precast RC column connections (by 65%), validating the proposed system’s superior structural performance and cost-effectiveness.

本文通过试验研究了预制钢管混凝土柱(CFST)与螺栓-连接板(BCB)连接在受压条件下的结构性能。BCB连接是一种创新的解决方案,简化了施工过程,降低了成本。通过10根柱试件(5根短柱和5根细长柱)的试验研究,了解预制钢管混凝土(PCFST)柱采用BCB连接将上柱荷载传递给下柱的有效性。制备了4根无连接的CFST柱和6根有BCB连接的PCFST柱。结果表明,与没有连接的CFST柱相比,具有BCB连接的预制CFST短柱的承载能力相当或略高(≈1.4%)。对于有BCB连接的CFST细长柱,与短柱相比,高度增加了87%,但承载能力略低于无连接的CFST细长柱(≈1.5%)。建议的预制CFST柱的极限抗压强度,以及之前报道的19种不同连接的试验,用于评估现有设计规范(EC4和AS 2327)的预测准确性。研究结果表明,连接类型对设计强度有显著影响,必须予以考虑。成本分析证实,BCB连接比拼接板盲栓连接(节约77%)和传统预制RC柱连接(节约65%)更经济,验证了该系统优越的结构性能和成本效益。




来源:复合材料力学仿真Composites FEM
ACTMechanicalSystemInspire复合材料非线性电子UG电场理论电机材料机器人多尺度仿生控制试验螺栓
著作权归作者所有,欢迎分享,未经许可,不得转载
首次发布时间:2026-01-07
最近编辑:7月前
Tansu
签名征集中
获赞 22粉丝 6文章 1031课程 0
点赞
收藏
作者推荐

【新文速递】2025年11月18日固体力学SCI期刊最新文章

今日更新:International Journal of Solids and Structures 1 篇,Mechanics of Materials 1 篇,Thin-Walled Structures 5 篇International Journal of Solids and StructuresIntegrated nonlinear biomechanical modeling, topology optimization, and LPBF process simulation for customized mandibular fracture fixation platesE.D.M. Santanna, C.T.M. Anflor, F.F.A.O. Nascimentodoi:10.1016/j.ijsolstr.2025.113776集成非线性生物力学建模、拓扑优化和LPBF过程仿真定制下颌骨骨折固定钢板The main goal of this work relies on developing an optimal topology of a plate used in the fracture symphysis stabilization. The present numerical model was validated in a previous study. In that work, the mandibular structure was modeled with orthotropic mechanical properties, adopting a sub-region (multi-region) approach to account for the specificities of each anatomical part. Topology optimization was employed to minimize structural compliance and reduce the total mass of the plate, utilizing the Solid Isotropic Material with Penalization (SIMP) method while considering the anisotropic behavior of the Ti6Al4V alloy resulting from the additive manufacturing process. The resulting optimized geometry exhibits a non-uniform material distribution that compensates for the load path induced by the asymmetric facial distribution. Finite element a nalysis incorporated a detailed representation of the bone-implant-screw assembly, in which screws were modeled as cylindrical components with linear contact conditions at the bone-screw interface. Nonlinear contact formulations were applied to both the bone-plate and bone-bone fracture interfaces to accurately capture interfacial load transfer. In addition to the patient-specific optimized plate, the present study also included the biomechanical assess ment of standard commercial fixation systems, including both single and double plate configurations, allowing a performance comparison. Additionally, a thermo-mechanical simulation of the Laser Powder Bed Fusion (LPBF) manufacturing process was conducted to evaluate residual stress, geometric distortion, and optimal build orientation, ensuring that the final implant satisfies both mechanical and manufacturing constraints. The results demonstrate that the optimized plate outperforms conventional commercial designs in terms of stiffness and load distribution, while achieving a significant mass reduction. This underscores the importance of integrating topology optimization with process-aware design strategies in the development of patient-specific implants.这项工作的主要目标是开发用于骨折联合稳定的钢板的最佳拓扑结构。本文的数值模型在前人的研究中得到了验证。在这项工作中,下颌结构采用正交异性力学特性建模,采用子区域(多区域)方法来解释每个解剖部分的特异性。在考虑增材制造过程中Ti6Al4V合金的各向异性行为的同时,利用固体各向同性材料惩罚法(SIMP)进行拓扑优化,以最小化结构柔度并减小板的总质量。所得到的优化几何结构呈现出非均匀的材料分布,以补偿由不对称表面分布引起的负载路径。有限元分析结合了骨-种植体-螺钉组合的详细表示,其中螺钉被建模为在骨-螺钉界面处具有线性接触条件的圆柱形部件。将非线性接触公式应用于骨-板和骨-骨断裂界面,以准确捕捉界面载荷传递。除了针对患者的优化钢板外,本研究还包括标准商业固定系统的生物力学评估,包括单钢板和双钢板配置,以便进行性能比较。此外,对激光粉末床熔合(LPBF)制造过程进行了热力学模拟,以评估残余应力、几何畸变和最佳构建方向,确保最终植入物满足机械和制造约束。结果表明,优化后的板在刚度和载荷分布方面优于传统的商业设计,同时实现了显著的质量降低。这强调了将拓扑优化与过程感知设计策略集成在患者特定植入物开发中的重要性。Mechanics of MaterialsConstitutive modeling of the elastoplastic and fatigue behaviors of gradient-nanostructured 316L stainless steels with hierarchical structuresLinli Zhu, Kaiyue Fu, Zizheng Guo, Bin Gan, Jitang Fan, Ligang Sun, Xiaogui Wangdoi:10.1016/j.mechmat.2025.105550梯度纳米结构层次化316L不锈钢弹塑性和疲劳性能的本构建模The gradient nanostructured metallic materials possess the excellent mechanical properties, including the high strength, good elongation and fatigue performance. In this work, a microstructure and mechanis m-based constitutive model is established to explore the strength-ductility relation and fatigue properties of the gradient nanostructured 316L stainless steel (316LSS) through considering the various microstructure distributions. Inspired by the experimental observation of distinguish distribution of nanograined austenite and martensite phase, nanotwinned austenite grains and coarse grains, the micromechanical constitutive model is developed to describe the axial tensile deformation behaviors of the gradient-nanostructured 316SS, involving the flow stress for different phases and the contribution of microcracks on plastic deformation. The simulation results demonstrate that the proposed constitutive model enables to describe the experimental results successfully, including the yield strength, strain hardening and ductility. Additionally, with considering the gradient distribution evolution of microstructures and the damage evolution during cyclic deformation behavior, the fatigue constitutive model for gradient nanostructured metals is developed to describe the uniaxial tensile cycle characteristics of gradient nanostructured 316LSS. The numerical results show that the strain-controlled cyclic deformation behavior of gradient nanostructured stainless steel can be well described, including the cyclic softening and secondary hardening behaviors. The proposed fatigue constitutive model is also applied to forecast the fatigue behavior of the various amplitudes of the stress and the strain, and the various distribution of the fine-grained martensitic phase, nanotwinned austenite grains and coarse grains. These findings could provide the theoretical basis for regulating the strength-ductility relation and fatigue properties of gradient nanostructured metals.梯度纳米结构金属材料具有优异的力学性能,包括高强度、良好的延伸率和疲劳性能。本文建立了基于微观组织和力学的梯度纳米结构316L不锈钢(316LSS)的本构模型,在考虑不同微观组织分布的基础上,探讨了梯度纳米结构316L不锈钢(316LSS)的强度-塑性关系和疲劳性能。基于对纳米奥氏体与马氏体相、纳米孪晶奥氏体晶粒与粗晶的区分分布的实验观察,建立了梯度纳米结构316SS轴向拉伸变形微观力学本构模型,包括不同相的流变应力和微裂纹对塑性变形的贡献。仿真结果表明,所提出的本构模型能够较好地描述试验结果,包括屈服强度、应变硬化和延性。此外,考虑到梯度组织的梯度分布演化和循环变形过程中的损伤演化,建立了梯度纳米结构金属的疲劳本构模型来描述梯度纳米结构316LSS的单轴拉伸循环特性。数值结果表明,梯度纳米结构不锈钢的应变控制循环变形行为可以很好地描述,包括循环软化和二次硬化行为。提出的疲劳本构模型还用于预测不同应力应变幅值下的疲劳行为,以及细晶马氏体相、纳米孪晶奥氏体晶粒和粗晶的不同分布。研究结果可为调控梯度纳米结构金属的强度-延性关系和疲劳性能提供理论依据。Thin-Walled StructuresNonlinear combined vibration modeling and an alysis of honeycomb-filled corrugated core cylindrical shells considering thermal effectsBocheng Dong, Rui Zhao, Zhenqian Liu, Lihao Zhang, Kaiping Yu, Jinze Lidoi:10.1016/j.tws.2025.114257考虑热效应的蜂窝状波纹芯圆柱壳非线性组合振动建模与分析The present study develops an ana lytical model to obtain the static mechanical properties and nonlinear vibration behaviors of an emerging composite core cylindrical shell with promising application prospects in engineering components, where the object is constituted by a honeycomb-filled corrugated core and gradient-distributed composite supporting and covering skins. Explicit calculation expressions of the equivalent macro-mechanical properties of the core and skin are first achieved by employing the modified Halpin-Tsai approach and macroscopic and microscopic strain energy density invariance criterion, and energy computation formulas for the overall structure are derived based on the first-order shear deformation theory and energy methods, which take the von Kármán nonlinear terms into account, with Rayleigh dissipation function, thermal strain energy and the external work generated by the multi-harmonic external loads being characterized. The nonlinear dynamic equations of the system are determined by the Euler-Lagrange routine, while the Galerkin discretization and static condensation techniques are used to reconstruct the mechanics equation for the reduction of the degrees of freedom. The solution procedures regarding the linear and nonlinear vibration behaviors are proposed by eigen-parameters and the multiscale approach, which incorporate the intrinsic frequency, mode shapes, history responses, amplitude-frequency relation, and phase characteristics. The model outcomes are validated by comparison a nalyses, which in turn elucidate the external manifestations and internal mechanis ms of the time-domain course response, amplitude-frequency curves, and phase trajectories triggered by several combined resonance occasions, with the discrepancies in these standards being revealed. The influencing rules and underlying physical causes of critical conformation variables on the multi-harmonic combination resonance behaviors are disclosed, and some proposals conducive to enhancing the structural dynamics capabilities are reported.本文建立了一种新兴的、在工程部件中具有应用前景的复合材料芯柱壳的静力性能和非线性振动特性的解析模型,该壳体由蜂窝填充的波纹芯和梯度分布的复合材料支撑和覆盖表皮构成。采用改进的Halpin-Tsai方法和宏观和微观应变能密度不变性准则,首先获得了芯层和表皮层等效宏观力学性能的显式计算表达式,并基于一阶剪切变形理论和考虑von Kármán非线性项的能量方法,推导了整体结构的能量计算公式,并考虑了Rayleigh耗散函数;研究了多谐外载荷产生的热应变能和外功。采用欧拉-拉格朗日例程确定系统的非线性动力学方程,利用伽辽金离散化和静态凝聚技术重构系统的力学方程,降低了系统的自由度。采用本征参数法和多尺度法,结合固有频率、模态振型、历史响应、幅频关系和相位特性,提出了线性和非线性振动特性的求解方法。通过对比分析对模型结果进行了验证,进而阐明了几种组合共振场合触发的时域过程响应、幅频曲线和相位轨迹的外在表现和内在机制,揭示了这些标准之间的差异。揭示了关键构象变量对多谐波组合共振行为的影响规律及其物理原因,并提出了一些有助于提高结构动力学能力的建议。A Simplified Control Volume-Based Numerical Method for Fire-Induced Collapse of Air-Supported Membrane StructuresYaning Zhang, Ying Sun, Tengfei Wang, Yang Yu, Qiming Zhu, Zhenggang Caodoi:10.1016/j.tws.2025.114258基于简化控制体积的气支膜结构火灾倒塌数值计算方法Personnel evacuation remains possible during the time interval between the initial membrane damage and the complete collapse of air-supported membrane structures under fire conditions. However, targeted research is limited due to the destructive nature of fire-induced collapse experiments and the complexity of simulations involving fluid-thermal-structural coupling. This study proposes a simplified segmental numerical method based on a control volume model and thermodynamic theory, in which the fire-related thermal parameters are obtained through large eddy simulation using FDS, to a nalyze the full fire evolution process from high-pressure stage to pressure-relief stage caused by the membrane damage and then to low-pressure stage. S mall-scale structural collapse tests are conducted under both non-fire and fire conditions to validate the proposed method, and parametric simulations of a full-scale fire test case are performed to systematically investigate collapse characteristics. Results show that, with fans operating normally, collapse occurs only when internal pressure drops to a critical threshold. Compared to non-fire conditions, fire-induced thermal buoyancy lowers this critical pressure, thereby prolonging structural collapse duration particularly during the pressure-relief stage and the early low-pressure stage. But when the membrane damage area becomes sufficiently large and the internal air temperature drops to a relatively low level, the volumetric reduction rate resembles that of the non-fire scenario. The findings provide theoretical and practical insights for the development of fire-resistant design methodologies and safety assess ment frameworks for air-supported membrane structures.在火灾条件下,从初始膜损伤到气支膜结构完全倒塌这段时间内,人员疏散仍然是可能的。然而,由于火灾坍塌实验的破坏性和涉及流-热-结构耦合的模拟的复杂性,有针对性的研究受到限制。本文提出了一种基于控制体积模型和热力学理论的简化分段数值方法,通过FDS大涡模拟获得与火灾相关的热参数,分析了火灾从高压阶段到膜损伤引起的减压阶段再到低压阶段的整个演变过程。在非火灾和火灾条件下进行了小型结构倒塌试验,验证了所提出的方法,并进行了全尺寸火灾试验案例的参数模拟,系统地研究了倒塌特性。结果表明,在风机正常运行的情况下,只有当内压降至临界阈值时才会发生坍塌。与非火灾条件相比,火灾引起的热浮力降低了这个临界压力,从而延长了结构倒塌的持续时间,特别是在减压阶段和早期低压阶段。但当膜损伤面积足够大且内部空气温度下降到较低水平时,其体积减小率与非火灾情况相似。研究结果为空气支撑膜结构的耐火设计方法和安全评估框架的发展提供了理论和实践见解。Snap-through self-peeling of liquid crystal elastomer bilayers under constant lightDali Ge, Shenshen Wei, Yongsheng Liang, Kai Lidoi:10.1016/j.tws.2025.114260恒光作用下液晶弹性体双层的自剥离Self-oscillating systems convert steady external stimuli into continuous motion, enabling applications in robotics, energy absorption, optics, and logic. Yet most existing designs overlook adhesion-based instabilities—such as snap-through debonding—that enable rapid state transitions and large-amplitude actuation. Inspired by the attachment-detachment mechanis m of geckos, we propose a novel snap-through self-peeling oscillator based on a photo-responsive liquid crystal elastomer bilayer strip with rigid substrate featuring two distinct adhesion energy barriers. Using a nonlinear beam deformation model and Dugdale's cohesive law, we develop a nonlinear dynamic model to describe the self-peeling behavior of the liquid crystal elastomer bilayer strip under steady illumination. Through quasi-static ana lysis, we identify two distinct operating regimes for the bilayer strip: a static regime and a self-peeling regime. Under constant illumination, light-induced contraction causes the bilayer to peel off from the strongly adhesive rigid substrates until it undergoes snap-debonding. In the dark, the recovery process enables the bilayer to adhere to weakly the adhesive rigid substrate until snap-rebonding occurs, thereby facilitating a self-sustained "peeling-debonding-adhering-rebonding" cycle. Additionally, we explore the critical conditions required to trigger self-peeling and the control of the self-peeling duration. This self-sustained oscillation system offers advantages such as controllable high-amplitude oscillations, a wide range of controllable oscillation periods, well-defined reciprocating motion trajectories, and a simple structure. These features could pave the way for innovations in actuated devices, rescue operations, military industries, and other fields.自振荡系统将稳定的外部刺 激转换为连续运动,使其在机器人、能量吸收、光学和逻辑方面的应用成为可能。然而,大多数现有的设计都忽略了基于黏附的不稳定性,例如卡扣脱粘,这使得快速状态转换和大振幅驱动成为可能。受壁虎的附着-剥离机制的启发,我们提出了一种基于具有两种不同粘附能垒的刚性衬底的光响应液晶弹性体双层条带的自剥离振荡器。利用非线性光束变形模型和Dugdale内聚定律,建立了稳态光照下液晶弹性体双层条带自剥离的非线性动力学模型。通过准静态分析,我们确定了两种不同的双层带材运行机制:静态机制和自剥离机制。在恒定的光照下,光诱导的收缩导致双分子层从强粘合的刚性基材上剥离,直到发生卡扣脱粘。在黑暗中,恢复过程使双分子层能够粘附在弱粘接的刚性基材上,直到发生卡扣-再粘接,从而促进了一个自我持续的“剥离-脱粘-粘接-再粘接”循环。此外,我们还探讨了触发自剥离所需的临界条件和自剥离持续时间的控制。这种自持续振荡系统具有高振幅振荡可控、振荡周期范围广、往复运动轨迹明确、结构简单等优点。这些特性可以为驱动设备、救援行动、军事工业和其他领域的创新铺平道路。Investigation into the dynamic response of steel box structures with foam-filled corner connections subjected to internal blast loadingYuan Guo, Zixiao Hu, Sipei Cai, Daihui Mo, Yeping Xiong, Yuansheng Cheng, Pan Zhangdoi:10.1016/j.tws.2025.114261 内爆荷载作用下填充泡沫角连接钢箱结构动力响应研究The vulnerability of the box structure under internal blast loading drives the innovative design of the corner connection. In present study, the box structures with novel foam-filled corner connections were designed, fabricated, and finally tested under internal blast loading. Parallelly, a three-dimensional model based on finite element method-s moothed particle hydrodynamics was proposed to investigate the deformation mechanis m and energy absorption of the box structures. The results showed that the foam-filled corner connections had the potential to enhance the blast resistance of the box structures. Specifically, the bulkhead with a foam-filled inclined corner connection exhibited lower maximum displacement, which was 4.1% s maller than that of the triangular corner connection. The connection plates mainly experienced bending deformation, while the aluminum foam could support the deformation of the plates. The inclined corner connection also promoted earlier activation of membrane tension, thereby advancing the onset of the saturation effect in plastic deformation. Additionally, the triangular design absorbed approximately 20% more energy but was more susceptible to fracture, with the critical TNT (Trinitrotoluene) charge being 61% lower than that of the inclined connection. These findings demonstrate that the inclined foam-filled corner connection offers superior blast resistance, while the triangular connection is more conducive to higher energy dissipation but at the cost of reduced structural integrity.箱体结构在内爆荷载作用下的脆弱性,推动了转角连接的创新设计。在本研究中,设计、制作了具有新型泡沫填充角连接的箱形结构,并进行了内爆荷载试验。同时,提出了基于有限元方法-光滑颗粒流体力学的三维模型,研究了箱形结构的变形机理和能量吸收。结果表明,泡沫填充角节点具有提高箱式结构抗爆破能力的潜力。其中,泡沫填充斜角连接的舱壁最大位移较小,比三角形角连接的舱壁最大位移小4.1%。连接板主要经历弯曲变形,泡沫铝可以支撑连接板的变形。斜角连接也促进了膜张力的早期激活,从而提前了塑性变形中饱和效应的发生。此外,三角形设计多吸收了约20%的能量,但更容易破裂,其临界TNT(三硝基 甲苯)装量比倾斜连接低61%。这些结果表明,倾斜泡沫填充角连接具有更好的抗爆炸性能,而三角形连接更有利于更高的能量耗散,但以降低结构完整性为代价。Design and Validation of Bionic Ribs Based on a Four-Parameter Mechanical A nalysis ModelJundong Zhang, Zhixin Liu, Weidong Liu, Ruiyao Liu, Shihang Chen, Yongxin Ren, Hai Liu, Zhenglei Yu, Luquan Rendoi:10.1016/j.tws.2025.114263基于四参数力学分析模型的仿生肋设计与验证The biofidelity of Anthropomorphic Test Devices (ATDs) is critical for accurate human injury assess ment in automotive passive safety. However, current ATDs ribs exhibit significant differences from human ribs in both structural and mechanical properties. Moreover, unknown physical conditions in Post-Mortem Human Surrogate (PMHS) rib dynamic bending tests make it difficult to reproduce the time-domain responses of PMHS experiments using finite element models (FEMs). This study proposes a mechanical an alysis model (MAM) with four equivalent parameters: mass factor β, coefficient of restitution e, foam stiffness KF, and equivalent rib stiffness KR. Based on PMHS test data, the dynamic bending test is accurately reconstructed within the FEM by identifying β, e, and KF in the MAM. The reconstructed model shows excellent agreement with PMHS time-domain data in key mechanical indices such as fracture time, fracture force and deflection, with a maximum error not exceeding 4%. Furthermore, a variable cross-section design method based on a two-tangent parameter approach is developed, combined with a nonlinear material stiffness, to achieve both the structural design and expression of KR for the bionic ribs. By modifying the physical material properties via MAM, coupling between the bionic ribs and human ribs in both geometric configuration and mechanical performance is accomplished. To validate the effectiveness of the MAM, bionic ribs made of steel - PVC composites are designed and simulated using THUMS ribs as a benchmark. The results show that the bionic ribs have a mean absolute error of 0.743 ± 0.350 mm in centroidal path, exhibit nonlinear stiffness behavior consistent with THUMS under dynamic bending, and demonstrate mean relative errors of 2.569% in rib force and 0.255% in deflection at fracture time, with a maximum error below 7%. The MAM-based design approach effectively improves biofidelity and model accuracy, demonstrating strong practical applicability.在汽车被动安全中,拟人化测试装置(ATD)的生物逼真度对于准确评估人体损伤至关重要。然而,目前的 ATD 肋骨在结构和机械性能方面与人类肋骨存在显著差异。此外,PMHS肋骨动态弯曲试验中的未知物理条件使得难以使用有限元模型(FEM)重现 PMHS 实验的时间域响应。本研究提出了一种机械分析模型(MAM),包含四个等效参数:质量系数β、恢复系数 e、泡沫刚度 KF 和等效肋骨刚度 KR。基于 PMHS 测试数据,在有限元模型中通过识别 MAM 中的β、e 和 KF 准确地重建了动态弯曲试验。重建模型在诸如骨折时间、骨折力和挠度等关键机械指标上与 PMHS 时间域数据表现出极好的一致性,最大误差不超过 4%。此外,基于双切线参数法开发了一种可变截面设计方法,并结合非线性材料刚度,实现了仿生肋骨的结构设计和 KR 的表达。通过 MAM 修改物理材料属性,实现了仿生肋骨与人体肋骨在几何构型和机械性能上的耦合。为了验证 MAM 的有效性,以 THUMS 肋骨为基准,设计并模拟了钢 - PVC 复合材料制成的仿生肋骨。结果表明,仿生肋骨的质心路径平均绝对误差为 0.743 ± 0.350 毫米,在动态弯曲下表现出与 THUMS 一致的非线性刚度行为,在骨折时刻的肋骨力和挠度的平均相对误差分别为 2.569% 和 0.255%,最大误差低于 7%。基于 MAM 的设计方法有效地提高了生物逼真度和模型精度,具有很强的实用性。来源:复合材料力学仿真Composites FEM

未登录
还没有评论
课程
培训
服务
行家
VIP会员 学习计划 福利任务
下载APP
联系我们
帮助与反馈