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【新文速递】2025年10月8日固体力学SCI期刊最新文章

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今日更新:International Journal of Solids and Structures 3 篇,International Journal of Plasticity 1 篇,Thin-Walled Structures 5 篇

International Journal of Solids and Structures

The effect of variable fiber diameters in unidirectional fiber-reinforced bundles on stress redistributions around fiber breaks

M. Jafarypouria, S.V. Lomov, S.G. Abaimov

doi:10.1016/j.ijsolstr.2025.113687

单向纤维增强束中变径纤维对纤维断裂周围应力重分布的影响

Finite element modeling is conducted to simulate the stress redistribution around a broken fiber (BF) in a bundle with experimentally measured fiber diameter distributions (FDD), followed by a parametric study of the influence of the FDD coefficient of variation on the stress concentration factor (SCF) and ineffective length (IL). Two variants of the SCF definition are considered: based on average, SCFavg, and maximum, SCFmax, stress in the fiber cross-section. Results demonstrate that bigger fiber diameters show higher SCF and clustering of such fibers increases SCF in nearest neighbor fibers (NNFs). Critically, maximum stress-based SCF (maxSCF_max) significantly exceeds average stress-based SCF ( maxSCF_avg), with differences about 40–75% in NNFs for FDD bundles compared to fiber constant diameter (FCD) bundles. This emphasises the necessity of prioritizing maximum stress criteria over conventional average stress models in failure predictions. The findings challenge benchmark models that rely on averaged SCF values, offering critical insights for improving accuracy in predicting fiber break propagation and composite strength.

采用有限元建模来模拟束中一根断裂纤维(BF)周围应力的重新分布,该模型基于实验测量的纤维直径分布(FDD),随后对 FDD 系数的变异对应力集中系数(SCF)和无效长度(IL)的影响进行了参数研究。考虑了两种 SCF 定义的变体:基于平均应力的 SCFavg 和基于最大应力的 SCFmax。结果表明,较大的纤维直径显示出更高的 SCF,且此类纤维的聚集 会增加相邻纤维(NNF)的 SCF。关键的是,基于最大应力的 SCF(maxSCF_max)显著高于基于平均应力的 SCF(maxSCF_avg),对于 FDD 束而言,NNF 中的差异约为 40% 至 75%,与纤维直径恒定(FCD)束相比。这强调了在失效预测中优先考虑最大应力标准而非传统平均应力模型的必要性。这些发现对依赖于平均 SCF 值的基准模型提出了挑战,为提高纤维断裂传播和复合材料强度预测的准确性提供了关键见解。


Behavior of architected instability-based metamaterials (AIMs) under out-of-plane geometric variations

Li Wan, Devin Young, Sibo Zhang, Yunlan Zhang

doi:10.1016/j.ijsolstr.2025.113682

面外几何变化下基于体系结构不稳定的超材料(AIMs)的行为

Architected instability-based metamaterials (AIMs), composed of multistable elementary building blocks, can undergo highly reversible geometric phase transformations, making them ideal for dynamic systems such as energy-dissipating structures and micro-electro-mechanical devices (MEMS). While prior research has largely focused on in-plane geometries and global responses, limited studies have explored how out-of-plane geometry affects the critical mechanical behavior of AIMs. Here, we study a representative class of AIMs constructed from curved beam–based building blocks, AIMs^cb, and investigate how their out-of-plane geometry influences key performance metrics. AIMs^cb rely on elastic buckling of slender beams to achieve reversibility, which limits their strength and energy dissipation. Their limited geometric tunability also constrained their utility in MEMS requiring diverse multistable behaviors. To address these limitations, we introduce a new geometric control parameter, k, to adjust the out-of-plane geometry of AIMs^cb and tune their mechanical properties. Our results show that k governs the localization of maximum strain, thereby controlling the reversibility and robustness of the multistable response. Using finite element simulations, digital image correlation, and cyclic compression experiments, we demonstrate that AIMs^cb with k>0 achieve up to 62.1% higher compressive strength and 45.6% greater energy dissipation, while also enabling a broader range of tunable multistable behaviors. The simplicity of fabricating out-of-plane geometries further enhances the practical applicability of AIMs^cb, extending their use from energy-focused applications such as packaging, shock absorption, and impact protection to adaptive systems including MEMS and other multistability-driven devices.

基于架构不稳定性的人造材料(AIMs)由多稳态的基本构建单元组成,能够经历高度可逆的几何相变,使其成为诸如耗能结构和微机电系统(MEMS)等动态系统的理想选择。尽管先前的研究主要集中在平面几何和整体响应上,但关于平面外几何如何影响 AIMs 的关键机械行为的研究却很少。在此,我们研究了一类由弯曲梁构建单元构成的代表性 AIMs,即 AIMs^cb,并探讨了其平面外几何如何影响关键性能指标。AIMs^cb 依靠细长梁的弹性屈曲来实现可逆性,这限制了其强度和能量耗散。其有限的几何可调性也限制了其在需要多种多稳态行为的 MEMS 中的应用。为了解决这些局限性,我们引入了一个新的几何控制参数 k,以调整 AIMs^cb 的平面外几何形状并调节其机械性能。我们的研究结果表明,k 控制着最大应变的局部化,从而控制着多稳态响应的可逆性和鲁棒性。通过有限元模拟、数字图像相关技术和循环压缩实验,我们证明了 k>0 的 AIMs^cb 实现了高达 62.1% 的抗压强度提升和 45.6% 的能量耗散增加,同时还能够实现更广泛的可调多稳态行为。平面外几何形状的简单制造进一步增强了 AIMs^cb 的实际应用性,使其应用范围从包装、减震和冲击防护等以能量为重点的应用扩展到包括 MEMS 和其他多稳态驱动设备在内的自适应系统。


Self-standing bearing capacity of symmetric circular masonry arches at finite friction: Technical handbook of physical states

Giuseppe Cocchetti, Egidio Rizzi

doi:10.1016/j.ijsolstr.2025.113693

有限摩擦条件下对称圆形砌体拱的自立承载力:物理状态技术手册

The present contribution concerns the issue of finite friction, in ruling self-standing bearing capacity and collapse modes of (symmetric circular) continuous masonry arches, with ideal inherent radial stereotomy. With primary reference, and as an enhancement, to classical “Couplet-Heyman problem”, of least-thickness form optimization, in the realm of purely-rotational collapse solutions, finite (Coulomb) friction is herein set, and thoroughly explored, in implying the possible appearance of sliding activation. The configuration of uniform (vertical) self-weight distribution is considered, herein for the true Milankovitch-like distribution accounting for the real centres of gravity of the ideal wedge-shaped chunks of the arch. The mechanical problem is ana lyzed, through a full an alytical approach, by deriving all physical domains, and explicitly separating safe vs. collapse states of the arch. Outcomes are eventually validated by a separate dedicated Complementarity Problem/Mathematical Programming numerical implementation, by fully consistent and illustrative results. Diverse key aspects are newly outlined, specifically for the representation of the characteristic solution variables as a function of friction and geometrical parameters, namely: (a) two- and three-dimensional state maps are an alytically elucidated, specifically at variable arch opening; (b) underlying numerical data are thoroughly evaluated and reported in handbook tables; (c) catalogue arrays of arch geometries and collapse modes are systematically formed. The a nalytical-numerical achievements shall allow for a full understanding of the problem at hand, and synoptically form a technical compendium, in the Mechanics (statics) of masonry arches, and specific related role of finite friction, in providing crucial self-bearing structural capacity.

目前的贡献涉及有限摩擦的问题,在控制(对称圆形)连续砌体拱的自立承载力和倒塌模式,具有理想的固有径向立体。作为对经典的最小厚度形式优化“Couplet-Heyman问题”的主要参考和改进,在纯旋转坍缩解领域,本文设置了有限(库仑)摩擦,并进行了深入探讨,暗示滑动激活的可能出现。考虑了均匀(垂直)自重分布的配置,这里考虑了真正的米兰科维奇分布,考虑了理想楔形拱块的真实重心。力学问题的分析,通过一个完整的分析方法,通过推导所有的物理域,并明确地分离安全与破坏状态的拱。结果最终通过单独的专用互补问题/数学规划数值实现,通过完全一致和说明性的结果进行验证。新概述了不同的关键方面,特别是作为摩擦和几何参数的函数的特征解变量的表示,即:(a)解析阐明了二维和三维状态图,特别是在可变拱开度处;(b)在手册表格中全面评估和报告基本数字数据;(c)系统地形成了拱的几何形状和坍塌模式目录阵列。分析-数值成果应允许充分理解手头的问题,并概要地形成一个技术纲要,在砌体拱的力学(静力学)和有限摩擦的具体相关作用中,提供关键的自承重结构能力。


International Journal of Plasticity

River-like dislocation channel unleashes high tensile ductility in as-cast refractory multi-principal element alloys

Dingcong Cui, Bojing Guo, Bo Xiao, Qingfeng Wu, Zhijun Wang, Junjie Li, Lei Wang, Ji-jung Kai, Qiuming Wei, Jincheng Wang, Feng He

doi:10.1016/j.ijplas.2025.104497

河流状位错通道释放出铸态耐火多主元素合金的高拉伸延展性

Dislocations govern the plastic deformability of structural alloys. However, this beneficial role is compromised in refractory multi-principal element alloys (RMPEAs), where tensile ductility degrades owing to plastic strain localization via planar slip and dislocation channeling. We proposed a ductilization concept based on engineered dislocation channels to divert and dredge dislocations, achieving a notable tensile ductility of 21% and a yield strength exceeding the gigapascal mark in the as-cast RMPEA. To test the hypothesis that enhanced lattice distortion and chemical fluctuations act as dislocation diverters, we designed Ti53V15Hf32 (V15) and Ti41V27Hf32 (V27) RMPEAs with distinct volume misfit and Warren-Cowley parameters. In-situ synchrotron high-energy X-ray diffraction and trans mission electron microscopy an alyses revealed that increasing the volume misfit facilitates a transition in dislocation character from edge-based (V15) to screw-based (V27) under tensile loading. Atom probe tomography and high-angle annular dark-field scanning trans mission electron microscopy characterizations further demonstrated that elevated V content engenders pronounced chemical fluctuations, inducing diversion of dislocation slip and the formation of river-like dislocation channels. These dislocation channels, on one hand, promoted dynamic strain hardening through dense intersections of the channel boundaries. On the other hand, they prevented premature necking and failure by enabling dislocations to proliferate and cross-slip within channels. Consequently, the river-like dislocation channels delayed plastic instability at ultrahigh yield strength, thereby enabling the RMPEA to unleash exceptional tensile ductility. These findings provide a dislocation-harnessing pathway for pursuing strength-ductility synergy in RMPEAs.

位错控制着结构合金的塑性变形能力。然而,这种有益的作用在难熔多主元素合金(rmpea)中受到损害,其中由于平面滑移和位错通道引起的塑性应变局部化而导致拉伸延展性下降。我们提出了一种基于工程位错通道的延展性概念,以转移和疏通位错,在铸态RMPEA中获得了21%的显著拉伸延展性和超过千兆帕的屈服强度。为了验证增强的晶格畸变和化学波动作为位错转移剂的假设,我们设计了具有不同体积失配和Warren-Cowley参数的Ti53V15Hf32 (V15)和Ti41V27Hf32 (V27) RMPEAs。原位同步加速器高能x射线衍射和透射电镜分析表明,在拉伸载荷下,体积错配的增加促进了位错特征从边缘型(V15)向螺旋型(V27)的转变。原子探针层析成像和高角度环形暗场扫描透射电镜表征进一步表明,V含量的升高引起了明显的化学波动,导致位错滑移的转移和河流状位错通道的形成。这些位错通道一方面通过通道边界的密集相交促进了动态应变硬化。另一方面,它们通过使位错在通道内增殖和交叉滑移来防止过早的颈缩和失效。因此,河状位错通道延迟了超高屈服强度下的塑性不稳定性,从而使RMPEA释放出优异的拉伸延展性。这些发现为rmpea中追求强度-延性协同提供了脱位控制途径。


Thin-Walled Structures

Height-independent optimal gradients in honeycombs boost energy absorption through delocalized deformation mechanis m

Yang Gao, Jie Jiang, Buyun Sun, Liwei Song, Jianping Zuo, Yujie Wei

doi:10.1016/j.tws.2025.114060

蜂窝中与高度无关的最优梯度通过离域变形机制促进能量吸收

Gradients, as ubiquitous features in nature, have served as a fundamental inspiration for the design and fabrication of high-performance synthetic materials and components with spatially varying properties. In our previous work, gradient strategy was implemented in honeycomb structures (HCSs) for enhanced impact resistance, where optimal gradient profiles were determined through a neural network-based machine learning approach. Following the established methodology, this study extends the optimization to graded HCSs of different characteristic heights (defined as H/d, where H is HCS height and d is indenter tip diameter). It was found that for both hexagonal and re-entrant HCSs, the optimal gradient parameters are independent of characteristic height, whereas their energy absorption capacity exhibits linear scaling with height. Through numerical an alysis and 3D printing-based experimental validation, this scaling behavior was attributed to the delocalized deformation mechanis m, which causes the energy dissipation zone to expand proportionally with increasing structural height. Results presented in this work would provide critical insights for implementing functionally graded HCSs in various energy-absorbing applications, significantly advancing their practical engineering utility.

梯度作为自然界中普遍存在的特征,为具有空间变化特性的高性能合成材料和部件的设计和制造提供了基本的灵感。在我们之前的工作中,梯度策略在蜂窝结构(HCSs)中实施,以增强抗冲击性,其中通过基于神经网络的机器学习方法确定最佳梯度剖面。根据已建立的方法,本研究将优化扩展到不同特征高度的分级HCS(定义为H/d,其中H为HCS高度,d为压头尖端直径)。结果表明,对于六边形和重入式hcs,其最优梯度参数与特征高度无关,而其能量吸收能力与高度呈线性正比关系。通过数值分析和基于3D打印的实验验证,这种结垢行为归因于离域变形机制,该机制导致耗能区随着结构高度的增加成比例地扩大。这项工作的结果将为在各种吸能应用中实现功能分级的hcs提供关键见解,显著提高其实际工程效用。


Sandwich panels with wavy hexachiral core layer against blast loads

Sunil Kumar Singh, Balaji Vengatachalam, Leong Hien Poh

doi:10.1016/j.tws.2025.114022

夹层板与波浪六手芯层抗爆炸荷载

The wavy hexachiral structure exhibits a high negative Poisson’s ratio (NPR) and in-plane isotropy over a large compressive deformation range, making it well suited for protective panels under high-intensity blast loading conditions. In this study, the performance of sandwich panels with wavy hexachiral core is benchmarked against honeycomb and re-entrant auxetic designs, to elaborate on its deformation characteristics as an enabler for improved protection against blast loads. To accomplish this, a series of comprehensive quasi-static and dynamic characterization tests are first conducted on 3D printed Stainless Steel 316L to determine the Johnson-Cook model parameters, which are then validated against s mall scale shock tube test and drop hammer test on the 3D printed specimens. Utilizing the validated model parameters, finite element simulations are performed to assess the blast response of sandwich panels with three different core layers (honeycomb, re-entrant and wavy hexachiral) under both far-field and close-in blast scenarios. The results show that the wavy hexachiral sandwich panel absorbs the most amount of impact energy and trans mits the lowest forces and stresses to the protected surface. This superior performance is induced due to the deformation characteristics of the wavy hexachiral structure, where an in-plane isotropic auxetic effect is activated across a wider impacted region and over a larger deformation range, as compared to other two core designs.

波浪状六手体结构在较大的压缩变形范围内具有较高的负泊松比(NPR)和面内各向同性,使其非常适合在高强度爆炸载荷条件下用作防护板。在本研究中,采用波浪型六手芯夹层板的性能与蜂窝和再入式减震设计进行了基准测试,以详细说明其变形特性,从而提高对爆炸载荷的保护能力。为此,首先对3D打印316L不锈钢进行了一系列全面的准静态和动态特性测试,以确定Johnson-Cook模型参数,然后在3D打印样品上进行小尺寸激波管试验和落锤试验验证。利用已验证的模型参数,进行了有限元模拟,以评估具有三种不同核心层(蜂窝状、重入状和波浪状六手状)的夹层板在远场和近场爆炸场景下的爆炸响应。结果表明,波浪状六手夹层板吸收的冲击能量最多,传递到被保护表面的力和应力最小。与其他两种核心设计相比,这种优异的性能是由于波浪状六手体结构的变形特性引起的,与其他两种核心设计相比,在更宽的冲击区域和更大的变形范围内,面内各向同性的auxetic效应被激活。


Biomimetic design optimization for support structure of offshore wind turbine subjected to coupled wind and wave loadings

Yangtian Yan, Hongming Tang, Chun Li, Yang Yang

doi:10.1016/j.tws.2025.114061

风浪耦合作用下海上风力机支撑结构仿生设计优化

This study examines biomimetic internal rib designs for offshore wind turbine towers to enhance dynamic performance under combined wind and wave loading while preserving overall stability. Two configurations are developed, the inerratic ribbed tower and the symmetrical biomimetic ribbed tower, and they are evaluated against a tower without ribs. Wind and wave time histories are computed with the open-source code Fatigue Aerodynamics Structures and Turbulence and the commercial package Advanced Quantitative Wave An alysis, respectively. These load histories are then applied to a shell-element finite-element model via a dynamic-link-library interface. Nonlinear soil-structure interaction is included in the coupled framework. Both ribbed configurations reduce tower top displacement relative to the tower without ribs, and the symmetrical biomimetic ribbed tower provides the greatest suppression, delivering at least 29.31% lower displacement amplitude across environmental cases and outperforming the inerratic ribbed tower in all scenarios. The inerratic ribbed tower attains higher stiffness and good stability but exhibits increased local stresses, with peak values rising by up to 18.67%, whereas the symmetrical biomimetic ribbed tower achieves a more uniform shell wall stress distribution with attenuated stress concentrations while maintaining s mall displacements. Buckling ana lyses indicate that the symmetrical biomimetic ribbed tower has s maller buckling mode deformations and a higher buckling factor, with an average increase of 72.16% across load cases, which corresponds to a substantially larger safety margin under identical loading. These findings demonstrate that biomimetic ribbing can optimize stress distribution, suppress dynamic response, and improve resistance to instability while maintaining the structural stability and safety of offshore wind turbine towers.

本研究探讨了海上风力涡轮机塔架的仿生内肋设计,以增强风浪联合载荷下的动态性能,同时保持整体稳定性。设计了两种结构,非不规则肋塔和对称仿生肋塔,并对无肋塔进行了评价。分别使用开放源代码“疲劳空气动力学结构与湍流”和商业软件包“高级定量波浪分析”计算风和波的时程。然后通过动态链接库接口将这些加载历史应用于壳单元有限元模型。耦合框架中考虑了非线性土-结构相互作用。与没有肋的塔相比,两种肋结构都减少了塔顶位移,对称的仿生肋塔提供了最大的抑制作用,在各种环境情况下至少降低了29.31%的位移幅度,在所有情况下都优于非不规则肋塔。非不规则肋塔具有较高的刚度和良好的稳定性,但局部应力增加,峰值升高高达18.67%,而对称肋塔在保持较小位移的情况下,壳壁应力分布更加均匀,应力集中减弱。屈曲分析表明,对称型仿生肋塔屈曲模态变形较小,屈曲系数较高,各载荷情况下平均增加72.16%,在相同载荷下具有较大的安全边界。这些研究结果表明,仿生肋可以优化应力分布,抑制动力响应,提高抗失稳能力,同时保持海上风力发电塔的结构稳定性和安全性。


Free Vibration Ana lysis of Sandwich Plates by Component-Wise Approach

E. Carrera, K. Abu Salem, R. Augello

doi:10.1016/j.tws.2025.114062

夹芯板的自由振动分析

This paper presents a comparative ana lysis of the linear response of sandwich structures with honeycomb cores, evaluated through different theoretical formulations implemented employing the Carrera Unified Formulation (CUF). This framework makes it possible to generate models with different levels of refinement, ranging from simplified to fully detailed descriptions. If the total structure is considered as a single layer, the Equivalent-Single Layer (ESL) is employed; if the skins and core are considered as components, the Layer-Wise (LW) is used; finally, the actual geometry of the core can be considered, along with the skin, leading to the Component-Wise (CW) approach. The research aims to assess the impact of the simplifications inherent in the ESL and LW models on the accuracy of modal predictions relative to the more detailed CW approach. A benchmark case is an alysed, and its natural frequencies and mode shapes are computed using all three approaches and compared with results obtained from commercial two- and tree-dimensional finite elements. The outcomes reveal that although the ESL and LW models are computationally efficient and can capture the global deformation of the structure, they fail to address local effects, which are accurately predicted by the CW model. The latter, hence, is necessary to provide precise information about the dynamic behaviour of the honeycomb sandwich structure. In particular, Modal Assurance Criterion (MAC) values between the modes of the skins assessed by means of LW and CW, show that even if a global mode shape can be well represented by LW, local effects can only be detected by CW approach. This difference introduce an underestimation in the evaluated frequencies, which achieves -19% and -10% in case of bending and torsional modes within the first ten modes, respectively. Given the widespread use of honeycomb sandwich panels in aerospace structures for their high stiffness-to-weight ratio and vibro-acoustic insulation properties, the results underline the importance of adopting refined CW-based CUF models whenever accurate predictions of the dynamic response are required.

本文通过采用Carrera统一公式(CUF)的不同理论公式对蜂窝芯夹层结构的线性响应进行了比较分析。这个框架使得生成具有不同精细化级别的模型成为可能,从简化到完全详细的描述。如果将总结构视为单层,则采用等效单层(ESL);如果皮肤和核心被视为组件,则使用分层明智(LW);最后,可以考虑核心的实际几何形状,以及皮肤,从而导致组件智能(CW)方法。本研究旨在评估相对于更详细的连续波方法,ESL和LW模型固有的简化对模态预测准确性的影响。分析了一个基准案例,用这三种方法计算了其固有频率和模态振型,并与商用二维和三维有限元计算结果进行了比较。结果表明,虽然ESL和LW模型计算效率高,可以捕获结构的整体变形,但它们无法处理局部效应,而CW模型可以准确预测局部效应。因此,后者对于提供蜂窝夹层结构的动态行为的精确信息是必要的。特别是,模态保证准则(MAC)的皮肤的模态之间的值评估通过LW和连续波,表明即使一个全局模态振型可以很好地表示由LW,局部影响只能通过连续波方法检测。这种差异导致了评估频率的低估,在前10个模态中,弯曲模态和扭转模态分别达到-19%和-10%。鉴于蜂窝夹层板在航空航天结构中的广泛应用,其具有高刚度重量比和振声隔热性能,研究结果强调了在需要准确预测动态响应时采用基于蜂窝夹层板的精细CUF模型的重要性。


Hysteretic behavior and constitutive model of Q960E ultra-high strength steel under cyclic loading

Jinpeng Cheng, Yuyin Wang, Andi Su, Ou Zhao

doi:10.1016/j.tws.2025.114063

Q960E超高强度钢循环加载滞回性能及本构模型

The hysteretic behavior of Q960E ultra-high strength steel (UHSS) was thoroughly investigated through the experiments and was presented in this paper. Cyclic tests as well as monotonic tensile tests on totally sixteen Q960E UHSS coupons were conducted. The influence of strain amplitude, strain increment, the number of cycles and pre-strain on the hysteretic behavior of Q960E UHSS were investigated. Subsequently, number of cycles, cumulative energy dissipation and equivalent viscous damping ratio of Q960E UHSS, Q345B steel and Q460D steel were compared, with the differences in hysteretic behavior between UHSS and normal strength steel highlighted. It is also revealed that Q960E UHSS and Q345B have similar energy dissipation capacities, indicating that Q960E UHSS still has the potential to be used in seis mic conditions after reasonable structural design. Moreover, the test results demonstrated that Q960E UHSS exhibits a significant cycle softening phenomenon compared to normal strength steel under cyclic loading. To define the cyclic stress–strain relationship, key parameters of two widely-used constitutive models (i.e. the Chaboche model and the Dong-Shen model) were calibrated and validated based on the data obtained from cyclic tests, with the uniform models also proposed in terms of different loading cases. The validation results indicated that both models can well predict the hysteretic behavior of Q960E UHSS, while the prediction accuracy of the Dong-Shen model is better than that of the Chaboche model due to the inclusion of deterioration of the elastic modulus and degradation of the strain hardening coefficient.

通过试验对Q960E超高强度钢(UHSS)的迟滞行为进行了深入研究。对共16张Q960E超高压钢试件进行了循环试验和单调拉伸试验。研究了应变幅值、应变增量、循环次数和预应变对Q960E超高压合金迟滞特性的影响。随后,比较了Q960E、Q345B和Q460D三种钢的循环次数、累积耗能和等效粘滞阻尼比,突出了UHSS与普通强度钢滞回性能的差异。Q960E超高频钢与Q345B具有相近的耗能能力,说明经过合理的结构设计,Q960E超高频钢仍有在地震工况下使用的潜力。试验结果表明,在循环荷载作用下,Q960E超高压钢比普通强度钢表现出明显的循环软化现象。为了定义循环应力-应变关系,基于循环试验数据对两种常用的本构模型(Chaboche模型和Dong-Shen模型)的关键参数进行了标定和验证,并针对不同的加载工况提出了统一的模型。验证结果表明,两种模型均能较好地预测Q960E超高频钢的迟滞行为,但由于考虑了弹性模量的劣化和应变硬化系数的劣化,东申模型的预测精度优于Chaboche模型。




来源:复合材料力学仿真Composites FEM
ACTMechanicalOpticalSystemDeform静力学振动疲劳断裂复合材料非线性航空航天理论材料MEMS仿生
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【新文速递】2025年10月11日固体力学SCI期刊最新文章

今日更新:International Journal of Solids and Structures 2 篇,Journal of the Mechanics and Physics of Solids 1 篇,Mechanics of Materials 1 篇,International Journal of Plasticity 1 篇,Thin-Walled Structures 6 篇International Journal of Solids and StructuresAn ana lytical model for power law impression creepRaheeg Ragab, Wei Sundoi:10.1016/j.ijsolstr.2025.113692幂律印象蠕变的分析模型Impression Creep Test (ICT) employing a rectangular indenter is a novel miniaturized creep testing technique popularly used to characterize the secondary creep properties of materials. The test holds numerous advantages, including less deformation constraint compared to the conventional ICT systems with circular indenters, the requirement for s mall amounts of materials for sampling compared to conventional uniaxial creep tests, and the capability to perform several stepped tests on the same specimen. Nonetheless, data interpretation from such tests remains a key challenge due to the requirement to perform extensive FE an alyses to correlate the measured impression creep response to the uniaxial creep behaviour. To alleviate this challenge, the present work established, for the first time, a mechanistic-based theoretical framework to represent impression creep deformation behaviour and convert ICT data into equivalent uniaxial creep properties using closed-form an alytical solutions. The model was formulated based on the expanding cavity theory for power-law creep solids and following the principles of energy conservation for a semi-infinite medium, which can be applied to a finite medium via a correction function for practical impression specimen geometry. The model was calibrated and validated through numerical an alysis and experimental data obtained from actual impression creep tests at high temperatures. Our model reasonably captured the global deformation behaviour and produced uniaxial creep parameters closely matching those obtained from standard uniaxial creep tests, indicating that it can be applied to conveniently extract the uniaxial power-law creep parameters for a given material from the experimentally measured impression creep response. The proposed an alytical approach also supports ICT standardization and enhances the design of efficient testing programs.采用矩形压头的压痕蠕变试验是一种新型的小型化蠕变试验技术,广泛用于表征材料的二次蠕变特性。该测试具有许多优点,包括与具有圆形压头的传统ICT系统相比,变形约束较小,与传统的单轴蠕变测试相比,对取样材料的要求较少,并且能够在同一试样上进行多次阶梯测试。尽管如此,由于需要进行广泛的有限元分析,以将测量的压痕蠕变响应与单轴蠕变行为相关联,因此从此类测试中获得的数据解释仍然是一个关键挑战。为了缓解这一挑战,本研究首次建立了一个基于力学的理论框架,以表示印模蠕变变形行为,并使用封闭形式的解析解将ICT数据转换为等效的单轴蠕变特性。该模型基于幂律蠕变固体的膨胀腔理论,遵循半无限介质的能量守恒原理,通过对实际压痕试样几何形状的修正函数,可以应用于有限介质。通过数值分析和实际高温压痕蠕变试验数据对模型进行了标定和验证。该模型合理地捕捉了材料的整体变形行为,得到的单轴蠕变参数与标准单轴蠕变试验结果非常接近,表明该模型可以方便地从实验测量的压痕蠕变响应中提取给定材料的单轴幂律蠕变参数。提出的分析方法还支持信息通信技术标准化,并加强有效测试计划的设计。Indentation response of a finite-sized three-dimensional layered cylinderLizichen Chen, C.W. Lim, Weiqiu Chendoi:10.1016/j.ijsolstr.2025.113695有限尺寸三维层状圆柱的压痕响应This article studies the indentation response of a layered cylinder by establishing a three-dimensional (3D) symplectic framework for contact ana lysis. The Hamiltonian transformation of 3D layered structures for different scenarios has been developed and proven. The Saint-Venant solutions are obtained through a semi-inverse method, and the eigen-solutions for general eigenvalues are constructed in the Papkovich-Neuber form. These general eigen-solutions can also be derived via a sub-symplectic structure representation, which makes the model to be applicable to the cases with multi-field couplings. A strategy for determining the contact region is proposed by mapping the symplectic expansion into a specialized form via the Cantor pairing diagram. The ana lytical solutions are validated through comparison with finite element. The theoretical formulation and modeling offer an effective guidance for material characterizations of the cylinder.本文通过建立三维接触分析辛框架,研究了层状圆柱的压痕响应。开发并验证了不同场景下三维层状结构的哈密顿变换。利用半逆方法得到了Saint-Venant解,并以Papkovich-Neuber形式构造了一般特征值的特征解。这些一般的本征解也可以通过子辛结构表示得到,这使得该模型适用于多场耦合的情况。提出了一种确定接触区域的策略,即通过康托配对图将辛展开映射为特定形式。通过与有限元的比较,验证了解析解的正确性。理论公式和模型为圆柱的材料表征提供了有效的指导。Journal of the Mechanics and Physics of SolidsMetal Rupture from Near-Field Underwater Explosive Bubble Jetting at High Hydrostatic PressureMichael Galuska, Carlos Javier, Michael Papa, James LeBlanc, Helio Matos, Arun Shukladoi:10.1016/j.jmps.2025.106390高静水压力下近场水下爆炸气泡喷射导致金属破裂The interaction between a gas bubble resulting from an underwater explosion event and a nearby structure under high hydrostatic pressure has been explored experimentally and computationally to assess the damage potential of such events on submerged structures. This study ana lyzed two flat plates with differing material properties: a relatively rigid steel plate and a more compliant thin aluminum plate, under varying explosive standoff distances and hydrostatic pressures. Standoff distances were selected relative to the explosive bubble’s maximum radius at the specified hydrostatic pressure to standardize interaction dynamics. High-speed photography was utilized to capture the interaction between the bubble and plate specimens and document the ensuing structural deformation for subsequent ana lysis using three-dimensional digital image correlation techniques. Computational simulations were conducted using the fully coupled Eulerian-Lagrangian fluid-structure interaction code, DYS MAS, which was pivotal in complementing the experimental findings. These simulations predicted the complex jetting dynamics of the bubble, including its shape, migration, and jetting behavior, as well as quantifying the resultant deformation and damage to the studied structures. The results reveal that variables such as the explosive standoff distance, plate rigidity, and hydrostatic pressure critically influence the bubble’s behavior, and the extent of damage inflicted on the nearby structure. Specifically, the study underscores the explosive bubble’s collapse and the accompanying jetting phenomena as primary contributors to the observed structural damage, including rupture, under the examined parameters. This study offers a deeper understanding of the mechanis ms driving damage in submerged structures subjected to near-field UNDEX events.通过实验和计算研究了水下爆炸事件产生的气泡与附近结构物在高静水压力下的相互作用,以评估爆炸事件对水下结构物的损伤潜力。本研究分析了两种具有不同材料特性的平板:在不同的爆炸距离和静水压力下,相对刚性的钢板和更柔顺的薄铝板。在规定的静水压力下,选取相对于爆炸泡最大半径的间隔距离,以标准化相互作用动力学。高速摄影被用来捕捉气泡和板试样之间的相互作用,并记录随后的结构变形,以便随后使用三维数字图像相关技术进行分析。利用欧拉-拉格朗日流固相互作用完全耦合程序DYS MAS进行了计算模拟,这是补充实验结果的关键。这些模拟预测了气泡的复杂喷射动力学,包括其形状、迁移和喷射行为,并量化了所研究结构的变形和损伤。结果表明,爆炸距离、板刚度和静水压力等变量对气泡的行为和对附近结构的破坏程度有重要影响。具体来说,该研究强调了爆炸气泡的破裂和伴随的喷射现象是在检测参数下观察到的结构损伤(包括破裂)的主要原因。该研究为水下结构在近场UNDEX事件下的损伤机制提供了更深入的理解。Mechanics of MaterialsEffect of Microdamage on the Failure of Open-Hole UD GFRP Laminates: A Combined Experimental and Numerical StudyÖzgün Şener, Altan Kayrandoi:10.1016/j.mechmat.2025.105524微损伤对开孔UD玻璃钢层合板破坏的影响:实验与数值结合研究The effect of microdamaging on the failure of unidirectional Interglas 92145/CR80 GFRP laminates is studied through experiments and a numerical approach combining Enhanced Schapery Theory (EST) and Crack Band Theory (CBT). Open-hole tension tests with various layer configurations, along with flat tensile tests were conducted to examine failure modes and their progression. The initiation and development of failure mechanis ms were tracked experimentally using DIC imaging. In the numerical model, the matrix microdamage is represented through dissipated energy-dependent functions derived from standardized mechanical tests. Without discretely modeling splitting cracks, the numerical approach captured narrow zones of fiber and matrix failure coincident with experimentally observed crack paths. Axial, transverse, and shear strain fields from the physical and virtual tests were compared at the critical stages of the testing regimen. Comparison of the strain fields, as well as stress-strain curves from the numerical and experimental studies showed good agreement, suggesting that incorporation of microdamage modeling—rarely implemented in progressive failure an alyses—offers potential for improving failure predictions in GFRP laminates.结合增强Schapery理论(EST)和裂纹带理论(CBT),通过实验和数值方法研究了微损伤对单向interglass 92145/CR80玻璃钢层合板失效的影响。进行了各种层构型的裸眼拉伸试验,以及平面拉伸试验,以检查破坏模式及其进展。实验中使用DIC成像技术跟踪了失效机制的发生和发展。在数值模型中,通过标准化力学试验的耗散能量依赖函数来表示基体微损伤。数值方法没有对劈裂裂纹进行离散建模,而是捕获了与实验观察到的裂纹路径一致的纤维和基体的狭窄破坏区域。在试验方案的关键阶段,比较了物理和虚拟试验的轴向、横向和剪切应变场。应变场的比较,以及数值和实验研究的应力-应变曲线显示出良好的一致性,表明微损伤模型的结合-很少在渐进破坏分析中实施-提供了改进GFRP层合板的破坏预测的潜力。International Journal of PlasticityAchieving superior strength in high modulus Mg-Li matrix composites via rotary swaging with interfacial precipitation-induced strain compatibilityJiawei Sun, Yuchuan Huang, Yangyang Xu, Jiaxin Yu, Zhihong Ye, Youjie Guo, Fangzhou Qi, Gaoming Zhu, Jie Wang, Guohua Wu, Hezhou Liu, Wencai Liudoi:10.1016/j.ijplas.2025.104498 通过界面析出诱导应变相容性的旋转挤压,获得高模量Mg-Li基复合材料的优越强度The inherently low Young’s modulus and limited strength of Mg-Li alloys have long restricted their structural application potential. In this study, we developed a modulus-oriented TiB2/LAZ532 composite via rotary swaging, integrating particle reinforcement, severe plastic deformation, and interface engineering. Rotary swaging refined the grain structure to the submicron scale and introduced a high density of dislocation substructures, thereby enabling substantial strength improvement. Meanwhile, Li(Al, Zn) precipitates were observed to form at TiB2/matrix interfaces, as confirmed by TEM, phase-field simulations, FEA, and in-situ synchrotron XRD. These interfacial precipitates acted as middle layer reducing stress concentration and enhancing strain transfer across particle/matrix boundaries, thus achieving improved deformation compatibility. Owing to the dual contribution of matrix grain refinement/dislocation hardening and interfacial strain accommodation, the composite achieved an ultimate tensile strength of 455 MPa, Young’s modulus of 61 GPa, and a low density of 1.75 g/cm3. This unique combination of ultra-light weight and mechanical robustness highlights a functionally partitioned strengthening strategy, wherein reinforcement, processing, and interface design contribute complementary roles. The approach provides a generalizable pathway for designing next-generation lightweight Mg-Li structural materials.Mg-Li合金固有的低杨氏模量和有限强度长期制约着其结构应用潜力。在这项研究中,我们通过旋转模压,整合颗粒增强,剧烈塑性变形和界面工程,开发了面向模量的TiB2/LAZ532复合材料。旋转挤压将晶粒组织细化到亚微米级,并引入高密度的位错亚结构,从而大大提高了强度。同时,通过TEM、相场模拟、有限元分析和原位同步加速器XRD等手段证实,在TiB2/基体界面处有Li(Al, Zn)析出。这些界面析出物起到中间层的作用,降低了应力集中,增强了颗粒/基体边界上的应变传递,从而提高了变形相容性。由于基体晶粒细化/位错硬化和界面应变调节的双重作用,复合材料的极限抗拉强度为455 MPa,杨氏模量为61 GPa,低密度为1.75 g/cm3。这种独特的超轻重量和机械坚固性的结合突出了功能分区的强化策略,其中加固,处理和界面设计贡献互补的作用。该方法为下一代轻量化镁锂结构材料的设计提供了可推广的途径。Thin-Walled StructuresInteraction of multiple Mode-III cracks in an orthotropic plate with initial stressesDong-Liang Sun, Xu-Long Peng, Hai-Xin Liu, Xian-Fang Li, Zhao-Lei Zhang, Xue-Yang Zhangdoi:10.1016/j.tws.2025.114055正交各向异性板中多个iii型裂纹与初始应力的相互作用Initial stresses are a prevalent phenomenon in both aerospace engineering and pre-stressed structural applications. Available literature mainly focused on the influence of initial stress on Mode-I and Mode-II SIFs for multiple cracks or Mode-III SIFs for a single crack. This study presents a theoretical ana lysis of the interaction of multiple arbitrary Mode-III cracks embedded in an orthotropic elastic thin plate with initial stresses. The complex potential method and pseudo-traction method are adopted to solve the mixed boundary-value problem. Initially, a basic solution corresponding to a pair of anti-plane concentrated forces acting on an arbitrary location at a single crack for an orthotropic elastic medium under initial stresses is derived with the complex potential method. Then, with the derived solution, a system of Fredholm integral equations is formulated through the principle of superposition. At last, the influence of initial stresses, crack relative position, anisotropic ratio, and bedded plane angle on stress intensity factors of two arbitrary cracks in a pre-stressed orthotropic elastic thin plate is ana lyzed. Numerical results show that the initial stresses σ110 (parallel to the cracks) have little influence on the SIFs, but σ220 (vertical to the cracks) has the most significant effect for two collinear cracks, and KIII decreases with increases in initial stresses (σ110 and σ220) for two parallel cracks with s mall distance ( Dh<2a or Dv<a). Additionally, KIII increase with increasing anisotropic ratio C44/C55.初始应力在航空航天工程和预应力结构应用中是一种普遍现象。现有文献主要关注初始应力对多裂纹的Ⅰ型和Ⅱ型应力强度因子(SIFs)或单裂纹的Ⅲ型 SIFs 的影响。本研究采用复势法和伪牵引法对初始应力作用下正交各向异性弹性薄板中多任意Ⅲ型裂纹的相互作用进行了理论分析。首先,利用复势法推导了初始应力作用下正交各向异性弹性介质中单裂纹任意位置上一对反平面集中力的基本解。然后,基于推导出的解,通过叠加原理建立了弗雷德霍姆积分方程组。最后,分析了初始应力、裂纹相对位置、各向异性比和层理面角度对预应力正交各向异性弹性薄板中两个任意裂纹应力强度因子的影响。数值结果表明,初始应力 σ110(平行于裂纹)对应力强度因子(SIFs)影响不大,但对于两条共线裂纹,垂直于裂纹的初始应力 σ220 影响最为显著。对于间距较小的两条平行裂纹(Dh<2a 或 Dv<a),KIII 随初始应力(σ110 和 σ220)的增加而减小。此外,KIII 随着各向异性比 C44/C55 的增大而增大。An integrated modeling of AFP tow-drop defects and curing process of variable-stiffness thermoset composite laminatesRutong Yang, Shengnan Zhang, Yingjie Xu, Weihong Zhangdoi:10.1016/j.tws.2025.114064变刚度热固性复合材料层合板AFP拖降缺陷与固化过程的集成建模This paper investigates the effects of tow-drop defects on the curing residual stress and deformation of variable-stiffness laminates. Tow-drop defects refer to s mall triangular resin-rich regions without fibers that are produced when tow overlaps are cut during the manufacturing of variable-stiffness thermoset composite laminates with curvilinear fiber paths using automated fiber placement (AFP) technology. An integrated modeling is proposed to incorporate the tow-drop defects into the curing process simulation. The geometric model of variable-stiffness laminates including tow-drop defects is established first. Thermal-chemical coupled and thermal-mechanical coupled an alyses are then performed to reveal the evolution mechanis m of curing residual stress and deformation. Influences of fiber orientation, tow width and tow number of the AFP process are further investigated. The results show that the tow-drop defects affect the curing quality of thermoset variable-stiffness composites. Especially, the lower tow width and higher tow number can greatly reduce the defects.研究了拖降缺陷对变刚度层合板固化残余应力和变形的影响。拖滴缺陷是指在使用自动纤维铺放(AFP)技术制造具有曲线纤维路径的变刚度热固性复合材料层压板时,在切割两束重叠时产生的没有纤维的小三角形富树脂区域。提出了一种将拖曳缺陷纳入固化过程仿真的集成建模方法。首先建立了含拖曳缺陷的变刚度层合板的几何模型。然后进行热化学耦合和热力学耦合分析,揭示了固化残余应力和变形的演化机制。进一步研究了纤维取向、纤维束宽度和纤维束数对AFP工艺的影响。结果表明:热固性变刚度复合材料的固化质量受到拖降缺陷的影响。特别是较低的拖束宽度和较高的拖束数可以大大减少缺陷。Synergistic energy absorption mechanis ms in UHMWPE laminates subjected to sequential high-velocity impacts: an experimental investigationYuhang Xiang, Zhongwei Zhang, Xiaoning Yang, Qingya Sun, Ziming Xiong, Mingyang Wangdoi:10.1016/j.tws.2025.114065超高分子量聚乙烯层压板在连续高速冲击下的协同能量吸收机制:一项实验研究This study investigated the dynamic response and energy absorption of UHMWPE plain-woven laminates under sequential high-velocity impacts. DIC and CT techniques were used to ana lyze the effect of different velocity combinations and impact spacing on the impact resistance of the laminates, including ballistic limits, energy absorption, and damage modes. The results notably revealed a velocity-spacing coupling effect governing secondary ballistic limits. Specifically, at a 1 cm spacing, increases in primary velocity reduced the secondary ballistic limit by up to 4.3%. Conversely, increasing the spacing to 2.5 cm elevated this limit to 220.54 m/s. Initial damage was found to reduce the delamination threshold force of the laminate. A dual-velocity synergistic effect in energy absorption efficiency was observed with a negative correlation of the overall energy absorption efficiency and the impact velocity of both impacts. Secondary impacts induced significant stiffness degradation, manifesting as 59.4% amplitude reduction and a 58.6% frequency increase. These phenomena highlighted the dynamic coordination between damage accumulation and energy dissipation. Enhancing interlayer bonding strength is identified as a decisive factor for optimizing the sequential high-velocity impact protection properties of UHMWPE laminates. This research provides fundamental insights for predicting composite material behavior and structural design under sequential high-velocity threats.研究了超高分子量聚乙烯平织层压板在连续高速冲击下的动态响应和能量吸收。采用DIC和CT技术分析了不同速度组合和冲击间隔对层合板抗冲击性能的影响,包括弹道极限、能量吸收和损伤模式。结果表明,速度-间距耦合效应控制了二次弹道极限。具体来说,在1厘米的间距下,初级速度的增加使次级弹道极限降低了4.3%。相反,将间距增加到2.5 cm将该极限提高到220.54 m/s。发现初始损伤降低了层合板的分层阈值力。能量吸收效率存在双速度协同效应,总能量吸收效率与两次撞击的冲击速度呈负相关。二次冲击引起了明显的刚度退化,表现为幅度降低59.4%,频率增加58.6%。这些现象突出了损伤积累与能量耗散之间的动态协调关系。提高层间结合强度是优化超高分子量聚乙烯层合板序贯高速冲击防护性能的决定性因素。该研究为预测复合材料在连续高速威胁下的行为和结构设计提供了基础见解。Surface damage characterisation of longitudinal torsional ultrasonic vibration-assisted grinding of orthogonally woven SiCf/SiC composites based on different fibre orientationQixuan Sun, Zhen Yin, Qinglong An, Zehui Liang, Qing Miao, Chenwei Dai, Ming Zhang, Hua Li, Chenwei Shandoi:10.1016/j.tws.2025.114066基于不同纤维取向的正交编织SiCf/SiC复合材料纵向扭转超声振动辅助磨削表面损伤特征Owing to their exceptional properties, including high-temperature resistance, corrosion resistance, and low density, SiCf/SiC composites have emerged as promising candidate materials for hot-section components in aeroengines. However, their exceptional hardness, inherent brittleness, and anisotropic structure make them highly susceptible to severe machining-induced damage. To address this issue, comparison experiments between longitudinal torsional ultrasonic vibration-assisted grinding (LTUAG) and conventional grinding (CG) comparison experiments were performed on SiCf/SiC composites. Quantitative characterisation of fibre surface damage was performed with respect to grinding direction and fibre orientation. Fibre pull-out length, edge chipping factor, and three-dimensional surface roughness (Sa) were used to comprehensively evaluate the surface damage behaviour of SiCf/SiC composites and to explore methods for surface damage suppressing during LTUAG. The results showed that LTUAG increased grain grinding speed and enhanced instantaneous impact force, thereby reducing fibre fracture and pull-out length. Moreover, ultrasonic vibration can promote micro-brittle fracture of the material and reduce the phenomenon of fibre debonding. When the grinding direction was parallel to fibre orientation, a longitudinal amplitude of 8 μm produced the shortest transversal fibre pull-out length and minimal surface damage. When the grinding direction was perpendicular to the fibre orientation, a larger longitudinal amplitude of 10 μm more effectively suppressed edge chipping damage of longitudinal fibres. When the grinding direction formed an acute angle with fibre orientation, surface damage and surface roughness were markedly reduced. Grinding along the transversal fibre direction provided optimal damage suppression, achieving a minimum surface roughness Sa value of 2.54 μm.由于其优异的性能,包括耐高温、耐腐蚀和低密度,SiCf/SiC复合材料已成为航空发动机热截面部件的有前途的候选材料。然而,其特殊的硬度、固有的脆性和各向异性结构使其极易受到严重的加工损伤。为了解决这一问题,对SiCf/SiC复合材料进行了纵向扭转超声振动辅助磨削(LTUAG)和常规磨削(CG)的对比实验。根据磨削方向和纤维取向对纤维表面损伤进行了定量表征。利用纤维拔出长度、边缘切屑因子和三维表面粗糙度(Sa)综合评价SiCf/SiC复合材料的表面损伤行为,探索LTUAG过程中抑制表面损伤的方法。结果表明:LTUAG提高了磨粒速度,增强了瞬时冲击力,从而减少了纤维断裂和拉出长度;超声振动可以促进材料的微脆性断裂,减少纤维脱粘现象。当磨削方向与纤维方向平行时,纵向振幅为8 μm时,纤维横向拔出长度最短,表面损伤最小;当磨削方向垂直于纤维取向时,10 μm的纵向振幅更有效地抑制了纵向纤维的边缘切削损伤。当磨削方向与纤维取向成锐角时,表面损伤和表面粗糙度显著降低。沿纤维横向方向磨削的损伤抑制效果最佳,表面粗糙度Sa值最小为2.54 μm。Experimental and numerical study on the load-bearing characteristics of composite elliptical pressure vessel heads under hydrostatic pressureShuo Wang, Xinyang Zhao, Zhiyuan Mei, Ying Peng, Guotao Chendoi:10.1016/j.tws.2025.114068静水压力下复合椭圆压力容器封头承载特性的实验与数值研究The present study investigated the load-bearing characteristics and layup optimization of composite elliptical pressure vessel heads under hydrostatic pressure, both experimentally and numerically. By performing synchronized strain measurements on inner and outer surfaces, we provide the first direct experimental evidence that structural failure arises primarily from root bending moments, easily lead to meridional compression failure (maximum experiment-simulation deviation: 10%). Through parametric finite element an alysis, it was found that the [±θ0]s layup with θ0 = 42° has the optimal ultimate bearing capacity, and the fiber compression failure of this layup can maximize the compressive resistance. Crucially, a stress-matched [circumferential/meridional]s optimization strategy was proposed, reducing maximum circumferential stress by 28.76% and meridional stress by 42.67% while enhancing ultimate bearing capacity by 46.41% versus quasi-isotropic layups. These findings establish new design paradigms for lightweight deep-sea pressure vessels.本研究通过实验和数值模拟的方式,对复合材料椭圆形压力容器封头在静水压力下的承载特性及铺层优化进行了研究。通过同步测量内、外表面应变,首次直接提供了实验证据,表明结构失效主要源于根部弯矩,容易导致子午向压缩失效(实验与模拟的最大偏差:10%)。通过参数化有限元分析发现,[±θ0]s 铺层在 θ0 = 42° 时具有最佳的极限承载能力,且这种铺层的纤维压缩失效能最大程度地提高抗压能力。关键的是,提出了一种应力匹配的[周向/子午向]s 优化策略,与准各向同性铺层相比,最大周向应力降低了 28.76%,子午向应力降低了 42.67%,极限承载能力提高了 46.41%。这些发现为轻质深海压力容器的设计开辟了新的范式。An alysis and optimization of energy-absorbing characteristics of variable gradient helical energy absorption components of anti-shock hydraulic supportChenguang Guo, Xin Mei, Yonghui Xiao, Yishan Pan, Shuwen Wang, Jianzhuo Zhangdoi:10.1016/j.tws.2025.114073抗冲击液压支架变梯度螺旋吸能部件吸能特性分析与优化Based on the design concept of actively tunable energy absorption in anti-impact energy-absorbing hydraulic supports, this study proposes a novel variable-gradient helical energy-absorbing component and investigates its energy absorption characteristics. First, a thin-walled metallic helical structure with multiple curvatures was designed. An energy absorption model was developed using the energy dynamic equation tailored to the variable-gradient helical geometry. Then, nonlinear dynamic simulations were performed using finite element a nalysis (FEA) software to evaluate the compressive energy absorption behavior. A comparative an alysis of different structural parameters—wall thickness, base circle radius of the end face, and edge slope—was conducted through a multi-parameter experimental design to understand their influence on energy absorption performance. Finally, a machine learning approach was employed to predict the performance of the energy-absorbing component and optimize its structural parameters to maximize energy absorption under identical impact conditions. The results indicate that the optimal performance is achieved when the component has a wall thickness of 7.7 mm, a base circle radius of 95 mm, and an edge slope of 66°. Finite element simulations were conducted under the same crushing conditions based on the optimized parameters. Additionally, an experimental platform was developed to test the crushing behavior of the energy-absorbing component. The energy absorption characteristics obtained from machine learning predictions, FEA simulations, and physical crushing experiments showed energy absorption errors of 6.48% and 8.90%, respectively, with all errors in energy absorption and average crushing force within 10%. Compared to other parameter combinations, the optimized component exhibited significantly improved stepwise energy absorption performance within the effective displacement range.基于抗冲击吸能液压支架主动可调吸能设计理念,提出了一种新型变梯度螺旋吸能元件,并对其吸能特性进行了研究。首先,设计了具有多重曲率的薄壁金属螺旋结构。利用适合变梯度螺旋几何的能量动力学方程建立了能量吸收模型。然后,利用有限元软件进行非线性动力学仿真,以评估压缩能吸收行为。通过多参数实验设计,对比分析了不同结构参数(壁厚、端面基圆半径和边缘坡度)对吸能性能的影响。最后,采用机器学习方法预测吸能部件的性能并优化其结构参数,以在相同的冲击条件下最大限度地吸收能量。结果表明,当构件壁厚为7.7 mm,基圆半径为95 mm,边缘斜率为66°时,构件的性能最优。基于优化后的参数,在相同的破碎条件下进行了有限元仿真。此外,还建立了吸能构件破碎性能试验平台。从机器学习预测、有限元模拟和物理破碎实验中获得的能量吸收特性显示,能量吸收误差分别为6.48%和8.90%,能量吸收误差和平均破碎力误差均在10%以内。与其他参数组合相比,优化后的构件在有效位移范围内的阶跃吸能性能显著提高。来源:复合材料力学仿真Composites FEM

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