今日更新:International Journal of Solids and Structures 1 篇,Journal of the Mechanics and Physics of Solids 2 篇,Mechanics of Materials 1 篇,International Journal of Plasticity 1 篇,Thin-Walled Structures 12 篇
Dynamic digital image correlation method for rolling convective contact
Nehemiah Mork, Antonia Antoniou, Michael J. Leamy
doi:10.1016/j.ijsolstr.2024.113096
滚动对流接触的动态数字图像相关方法
Digital image correlation (DIC) is an increasingly popular and effective non-contact method for measuring full-field displacements and strains of deformable bodies under load. Current DIC methods applied to bodies undergoing large displacements and rotations require a large measurement area for both the reference (i.e., undeformed) image and the deformed images. This can limit the resulting resolution of the displacement and strain fields. To address this issue, we propose a two-stage dynamic DIC method capable of measuring displacements and strains under material convection with high resolution. During the first stage, the reference image is assembled from smaller, high-resolution images of the undeformed object obtained using a spatially-fixed or moving frame. Following capture, each sub-image is rigidly translated and rotated into its appropriate place, thereby producing a full, high-resolution image of the reference body. In stage two, images of the loaded and deformed body, again obtained using a small camera frame with high resolution, are aligned with matching regions of the undeformed composite image using BRISK feature detection before performing DIC. We demonstrate the method on a contact problem whereby an elastomeric roller travels along a rigid surface. In doing so, we obtain fine-resolution measurements of the state of strain of the region of the roller sidewall in contact with the substrate, even as new material convects through the region of interest. We present these measurements as a series of images and videos capturing strain evolution as the roller transitions from static loads to a fully dynamic steady-state, documenting the effectiveness of the method.
数字图像相关(DIC)是一种日益普及和有效的测量变形体在载荷作用下的全场位移和应变的非接触方法。目前用于大位移和大旋转物体的DIC方法需要对参考图像(即未变形图像)和变形图像都有较大的测量面积。这可能限制位移和应变场的最终分辨率。为了解决这一问题,我们提出了一种两阶段动态DIC方法,能够以高分辨率测量材料对流下的位移和应变。在第一阶段,参考图像由使用空间固定或移动帧获得的未变形物体的较小的高分辨率图像组装而成。在捕获之后,每个子图像被严格地平移并旋转到适当的位置,从而产生参考体的完整的高分辨率图像。在第二阶段,再次使用高分辨率的小相机帧获得加载和变形的身体图像,在执行DIC之前,使用BRISK特征检测将其与未变形的合成图像的匹配区域对齐。我们演示了接触问题的方法,即弹性滚子沿着刚性表面移动。在这样做时,我们获得了与基板接触的滚子侧壁区域应变状态的精细分辨率测量,即使新材料通过感兴趣的区域对流。我们以一系列图像和视频的形式展示了这些测量结果,这些图像和视频捕捉了滚子从静态载荷过渡到完全动态稳态时的应变演变,记录了该方法的有效性。
Effective thermodynamic potentials and internal variables: Particulate thermoviscoelastic composites
Noel Lahellec, Renaud Masson, Pierre Suquet
doi:10.1016/j.jmps.2024.105891
有效热力学势和内部变量:颗粒热粘弹性复合材料
The problem addressed in this study is the full coupling between three different contributions to the strain in thermoviscoelastic composites, elasticity, viscosity and temperature changes. It shows that even in simple situations, the coupling with temperature may lead to counter-intuitive effects which are not accounted for through the sole overall stress–strain relations. The correspondence principle permits to express the macroscopic strain-stress relation and the macroscopic entropy as a set of ordinary differential equations for two types of effective internal variables, mechanical variables on the one hand and thermal variables on the other hand. Interpreting the macroscopic response as a rheological generalized Maxwell model allows us to compute the macroscopic free energy and the dissipated energy of the composite in terms of these internal variables. Coupled with Hashin–Shtrikman estimates, these thermodynamic functions provide additional information on the statistics of the stress field when the composite is subjected to a mixed loading combining mechanical and thermal effects.
本研究解决的问题是热粘弹性复合材料中弹性、粘度和温度变化对应变的三种不同贡献之间的完全耦合。这表明,即使在简单的情况下,与温度的耦合也可能导致反直觉效应,而这种效应不能通过单一的总应力-应变关系来解释。根据对应原理,可以将宏观应变-应力关系和宏观熵表示为两类有效内变量(一方面是力学变量,另一方面是热变量)的常微分方程。将宏观响应解释为流变广义麦克斯韦模型使我们能够根据这些内部变量计算复合材料的宏观自由能和耗散能。与Hashin-Shtrikman估计相结合,这些热力学函数提供了复合材料受到机械和热效应混合载荷时应力场统计的额外信息。
A mechanics-based data-free Problem Independent Machine Learning (PIML) model for large-scale structural analysis and design optimization
Mengcheng Huang, Chang Liu, Yilin Guo, Linfeng Zhang, Zongliang Du, Xu Guo
doi:10.1016/j.jmps.2024.105893
基于力学的无数据问题独立机器学习(PIML)模型,用于大规模结构分析和设计优化
Machine learning (ML) enhanced fast structural analysis and design recently attracted considerable attention. In most related works, however, the generalization ability of the ML model and the massive cost of dataset generation are the two most criticized aspects. This work combines the advantages of the universality of the substructure method and the superior predictive ability of the operator learning architecture. Specifically, using a novel mechanics-based loss function, lightweight neural network mapping from the material distribution inside a substructure and the corresponding continuous multiscale shape function is well-trained without preparing a dataset. In this manner, a problem machine learning model (PIML) that is generally applicable for efficient linear elastic analysis and design optimization of large-scale structures with arbitrary size and various boundary conditions is proposed. Several examples validate the effectiveness of the present work on efficiency improvement and different kinds of optimization problems. This PIML model-based design and optimization framework can be extended to large-scale multiphysics problems.
最近,机器学习(ML)增强的快速结构分析和设计引起了人们的广泛关注。然而,在大多数相关工作中,ML模型的泛化能力和数据集生成的巨大成本是两个最受批评的方面。这项工作结合了子结构方法的通用性和算子学习体系结构优越的预测能力的优点。具体来说,使用一种新的基于力学的损失函数,轻量级的神经网络映射从子结构内部的材料分布和相应的连续多尺度形状函数中得到很好的训练,而无需准备数据集。在此基础上,提出了一种普遍适用于任意尺寸和各种边界条件下大型结构的高效线弹性分析和设计优化的问题机器学习模型(PIML)。算例验证了本文方法在提高效率和解决各种优化问题上的有效性。这种基于PIML模型的设计与优化框架可以扩展到大规模的多物理场问题。
Investigation of the strain rate and stretch level dependent behavior of elastomeric nanocomposites in complex uniaxial tests under finite strains
Kseniia A. Mokhireva, Alexander L. Svistkov, Vladimir V. Shadrin
doi:10.1016/j.mechmat.2024.105177
有限应变下单轴弹性纳米复合材料应变率与拉伸水平相关行为研究
The mechanical behavior of elastomeric nanocomposites in experiments with nested stress-strain cycles and cyclic tests with increasing strain amplitude were considered. In our proposed testing procedures, long time stops at each stage of the change in loading direction were of great importance. This revealed two significant features of the behavior of elastomeric nanocomposites that have received little attention. It was shown that material softening (the Mullins effect) should be considered not only in the elastic part of the Cauchy stress tensor, but also in its dissipative part. The second peculiarity was the difference between the characteristic relaxation time at loading and the characteristic relaxation time at unloading observed in the experiments.This paper focuses on the behavior of highly-filled elastomeric materials based on different matrices (styrene-butadiene rubber (SBR) and nitrile-butadiene rubber (NBR)) and with different concentrations of carbon black (CB) or a combination of two fillers (CB and purified multi-walled carbon nanotubes (MWCNTs)).A mathematical model of the viscoelastic behavior of elastomeric nanocomposites under finite strains was proposed. It takes into account the peculiarities of the behavior of highly filled elastomers observed in the experiments. The specificity of the model consists in a new variant of the form of the free energy potential. It was shown that the new model satisfies the thermodynamic inequality, which is a consequence of the first law of thermodynamics and the second law in the form of the Clausius-Duhem inequality. A good agreement between theoretical calculations and experimental data was obtained.
研究了弹性纳米复合材料在嵌套应力-应变循环试验和增加应变幅值的循环试验中的力学行为。在我们提出的测试程序中,在加载方向变化的每个阶段长时间停止是非常重要的。这揭示了弹性体纳米复合材料行为的两个重要特征,这些特征很少受到关注。结果表明,材料的软化(Mullins效应)不仅要考虑柯西应力张量的弹性部分,而且要考虑其耗散部分。第二个特点是加载时的特征松弛时间与实验中观察到的卸载时的特征松弛时间的差异。本文重点研究了基于不同基体(丁苯橡胶(SBR)和丁腈橡胶(NBR))和不同浓度的炭黑(CB)或两种填料(CB和纯化的多壁碳纳米管(MWCNTs))的高填充弹性材料的性能。建立了有限应变下纳米弹性体复合材料粘弹性行为的数学模型。它考虑了实验中观察到的高填充弹性体的特性。该模型的特殊性在于自由能势形式的一种新变体。结果表明,新模型满足热力学不等式,该不等式是由热力学第一定律和第二定律以克劳修斯-杜昂不等式的形式推导出来的。理论计算与实验数据吻合较好。
Overcoming the strength and ductility trade-off in Ni-based alloy through tailoring of bimodal grain structures, hierarchical twins and coherent nanoprecipitates
Yijie Ban, Liang Huang, Zhonghao Li, Yunzhang Li, Yi Zhang, Jie Pan
doi:10.1016/j.ijplas.2024.104147
通过双峰晶粒结构、分层孪晶和相干纳米沉淀克服镍基合金强度和延展性的权衡
The longstanding strength-ductility trade-off has posed a significant challenge in materials science, limiting the potential applications of numerous structural materials. It is crucial to improve performance by adjusting microstructures to activate a synergistic effect of multiple strengthening/deformation mechanisms. In this study, we introduce a novel strategy to develop a multi-scale heterogeneous structure in a Ni-based alloy, characterized by a bimodal grain distribution with small grains containing high-density hierarchical twins (third-order), oversized grains devoid of twins. The combination of microstructural heterogeneity and deliberate twin distribution enables the alloy to exhibit specific strengthening and deformation mechanisms in different regions, enhancing the matrix and effectively distributing the stress and strain. Simultaneously, nanoscale L12 precipitates with an extremely low lattice mismatch (0.193%) distributed across all grains, reducing the accumulation of elastic strain caused by dislocation movement and thereby preventing crack initiation at interfaces. The unique hindrance and accommodation of dislocations by this structure significantly enhance strength without sacrificing ductility, achieving a yield strength as high as 1498.6 MPa and a uniform elongation of 18%. During tensile deformation, small grains with twins and oversized grains exhibit different abilities to absorb and constrain dislocations. Hierarchical twins facilitate interactions with dislocations in multiple directions. Various deformation mechanisms, including a high density of tiny stacking faults, Lomer-Cottrell locks, and short twins, are activated, particularly in the oversized grains, which promote increased dislocation multiplication and accumulation, contributing to the high strain hardening ability and excellent ductility. This study offers a novel paradigm and insights for designing ultra-strong and ductile alloys by managing multi-scale microstructural heterogeneities.
长期以来,强度与延性之间的权衡对材料科学提出了重大挑战,限制了许多结构材料的潜在应用。通过调整微观组织来激活多种强化/变形机制的协同效应是提高性能的关键。在这项研究中,我们引入了一种新的策略来开发镍基合金的多尺度非均质结构,其特征是双峰型晶粒分布,小晶粒含有高密度分层孪晶(三阶),超大晶粒没有孪晶。显微组织的非均匀性和刻意的孪晶分布相结合,使合金在不同区域表现出特定的强化和变形机制,增强基体,有效地分布应力应变。同时,具有极低晶格错配(0.193%)的纳米级L12析出相分布在所有晶粒中,减少了位错运动引起的弹性应变的积累,从而防止了界面处的裂纹萌生。该结构独特的位错阻挡和调节功能在不牺牲延展性的情况下显著提高了强度,屈服强度高达1498.6 MPa,均匀伸长率达到18%。在拉伸变形过程中,具有孪晶的小晶粒和超大晶粒表现出不同的吸收和约束位错的能力。分层双胞胎促进了与多方向位错的相互作用。各种变形机制被激活,包括高密度的微小层错、lomo - cottrell锁和短孪晶,特别是在超大晶粒中,这促进了位错的增殖和积累,有助于高应变硬化能力和优异的塑性。该研究为通过控制多尺度显微组织非均质性来设计超高强度和延展性合金提供了新的范例和见解。
Experimental and numerical research on deformation of square plates with circular holes under blast load
Qingyuan Wei, Dongyan Shi, Ziqi Wu, Yanpei Zhou, Xiongwei Cui
doi:10.1016/j.tws.2024.112543
爆破荷载作用下带圆孔方板变形的试验与数值研究
The response and failure of plates under blast loads are critical concerns in engineering. Plates with preformed holes may exhibit significantly different behaviors compared to those without holes, and detailed research on this topic remains limited. In this study, the deformation of square plates with circular holes subjected to blast loads was investigated through experiment and simulation methods. Square plates with circular holes were designed with three hole positions and two hole diameters. Far-field explosion experiments measured the displacement fields of the plates and the overpressure on the plate frame. Subsequently, LS-Dyna simulation models were established using a two-dimensional model to three-dimensional model mapping, with numerical results aligning with experimental results. Additional numerical calculations with larger charge mass supplemented the experimental cases, analyzing the influence of holes on plate response. It was found that the presence of a hole influenced the displacement field, with notable local effects such as significantly increased displacement near the hole. The presence of a hole can shift the position of maximum equivalent plastic strain from the plate edge to the hole edge. The influence of the size and position of a hole on the deformation and equivalent plastic strain were discussed.
钢板在爆炸荷载作用下的响应和破坏是工程研究的关键问题。预孔板与未孔板相比,预孔板可能表现出明显不同的行为,对此主题的详细研究仍然有限。本文采用实验和模拟相结合的方法,研究了圆孔方板在爆炸荷载作用下的变形。设计了3个孔位和2个孔径的圆孔方板。远场爆炸实验测量了板的位移场和板架的超压。随后,采用二维模型到三维模型映射的方法建立LS-Dyna仿真模型,数值结果与实验结果吻合。在实验的基础上进行了较大电荷质量的数值计算,分析了孔对平板响应的影响。结果表明,孔的存在对位移场有影响,局部效应显著,孔附近的位移显著增加。孔的存在会使最大等效塑性应变的位置从板边移到孔边。讨论了孔的尺寸和位置对变形和等效塑性应变的影响。
Effect of geometric defects on the mechanical properties of additive manufactured Ti6Al4V lattice structures
PeiYao Li, WenBo Sun, Weihong Zhang, Yu E Ma
doi:10.1016/j.tws.2024.112497
几何缺陷对增材制造Ti6Al4V晶格结构力学性能的影响
Lattice structures realized by additive manufacturing (AM) have the great potential for a broad range of engineering applications. However, the lattice structures are involved in geometric defects. This paper focuses the effect of geometric defects on the mechanical properties of Ti6Al4V lattice structures manufactured by laser powder bed fusion (L-PBF), three cell topologies, i.e., body centered cubic with vertical struts (BCCZ), face centered cubic with vertical struts (FCCZ), and face and body centered cubic with vertical struts (FBCCZ) were studied. X-ray computed tomography was used to extract the shape and the distribution of process-induced geometric defects of these three kinds of samples. Probability density distributions of geometric defects in each layer were also established to analyze the effect of the printing sequence on geometric defects. Then these distributions of geometric defects were inputted into Abaqus to build the modified statistical models to study the effect of geometric defects on mechanical properties. It is shown that the deviation of the cross-section radius exhibits normal distribution and the deviation of the center axis offset exhibits logarithmic distribution. And the middle layer of the sample has a better manufacturing precision. The modified statistical model can predict the mechanical properties within an error of 5%. The strut thickness deviation had a more significant effect on the mechanical properties than the strut waviness.
通过增材制造(AM)实现的点阵结构具有广泛的工程应用潜力。然而,晶格结构涉及几何缺陷。本文重点研究了几何缺陷对激光粉末床熔合Ti6Al4V晶格结构(L-PBF)力学性能的影响,研究了三种晶格拓扑结构,即体心立柱立方结构(BCCZ)、面心立柱立方结构(FCCZ)和面身心立柱立方结构(FBCCZ)。利用x射线计算机断层扫描技术提取了这三种样品的工艺缺陷的形状和分布。建立了各层几何缺陷的概率密度分布,分析了印刷顺序对几何缺陷的影响。然后将这些几何缺陷分布输入到Abaqus中,建立修正的统计模型,研究几何缺陷对力学性能的影响。结果表明,截面半径的偏差呈正态分布,中心轴偏移量的偏差呈对数分布。样品中间层具有较好的制造精度。修正后的统计模型预测力学性能的误差在5%以内。支撑层厚度偏差对支撑层力学性能的影响要大于支撑层波纹度。
High-frequency vibration analysis of laminated composite plates using energy flow and shear deformation theories
Yoosef Ghobad, Morteza Karamooz Mahdiabadi, Amin Farrokhabadi
doi:10.1016/j.tws.2024.112524
基于能量流和剪切变形理论的复合材料层合板高频振动分析
Energy Flow Analysis (EFA) is an efficient approach for characterizing high-frequency vibrations through time-averaged energy density distributions. This study employs EFA to investigate vibroacoustic behavior in laminated composite plates subjected to high-frequency excitation. Governing equations of motion are derived using Classical Plate Theory (CPT), First Order Shear Deformation Theory (FSDT), and Higher Order Shear Deformation Theories (HSDT). Wave propagation parameters like wave number and group velocity are obtained from each theory and compared to assess accuracy. Energy density and intensity formulations are then developed based on classical solutions of the governing equations. EFA analysis indicates that HSDT provides more accurate predictions of wave parameters, especially at very high frequencies where it accounts better for shear deformation effects. Validation against classical energy density solutions shows acceptable accuracy with less than 0.5dB difference in the far-field. Comparisons further demonstrate the superiority of HSDT over FSDT for thicker plates in both classical and EFA analyses. This research establishes the effectiveness of EFA for high-frequency vibration analysis of composite laminates. The main novelty of this research lies in the integration of HSDT into the application of EFA for composite laminates, providing a more precise consideration of shear deformation effects at high frequencies. Specifically, HSDT enhances modeling of critical shear deformation effects at elevated frequencies. EFA delivers computationally efficient solutions while maintaining acceptable accuracy, improving characterization and design of composite structures under high-frequency loading.
能量流分析(EFA)是通过时间平均能量密度分布表征高频振动的有效方法。本文采用EFA方法研究了复合材料层合板在高频激励下的振动声特性。利用经典板理论(CPT)、一阶剪切变形理论(FSDT)和高阶剪切变形理论(HSDT)推导了运动控制方程。从每个理论中获得波数和群速度等波传播参数,并进行比较以评估准确性。然后根据控制方程的经典解推导出能量密度和强度公式。EFA分析表明,HSDT提供了更准确的波浪参数预测,特别是在非常高的频率下,它能更好地解释剪切变形效应。对经典能量密度解的验证表明,远场误差小于0.5dB,精度可接受。在经典和EFA分析中,比较进一步证明了HSDT比FSDT在厚板上的优越性。本研究证实了EFA分析复合材料层合板高频振动的有效性。本研究的主要新颖之处在于将HSDT集成到复合材料层合板的EFA应用中,从而更精确地考虑高频剪切变形效应。具体而言,HSDT增强了在高频率下临界剪切变形效应的建模。EFA提供计算效率高的解决方案,同时保持可接受的精度,改善高频载荷下复合材料结构的表征和设计。
Reliability Consistent Knockdown Factors for Truncated Conical Shells via Artificial Neural Network (ANN) based Predictions and Meta-modelling
Rohan Majumder, Sudib Kumar Mishra
doi:10.1016/j.tws.2024.112541
基于人工神经网络(ANN)预测和元建模的截锥形壳可靠性一致性击倒因子研究
Utility of conical shells ranges from aerospace launch vehicles to atomic force microscopy. Thin-walled conical shells are susceptible to buckling under axial compression. Due to remarkable disparities between the experimental and theoretical critical load, the actual critical load is obtained by multiplying the theoretical critical load with a highly conservative Knock Down Factor (KDF). Such conservatism may be relaxed for economic design. This being the eventual goal, the Artificial Neural Network (ANN) is employed herein for an improved prediction of the KDFs using experimental data on Mylar cones (non-metal) and Finite Element (FE) simulation data from metallic cones. The ANN uses fifteen input parameters for describing the conical shell to train the network with the KDFs being the sole output. The datasets are segregated into the training and testing (T&T) and the validation dataset. Latter demonstrates that the prediction errors mostly lie within ±5 percent. The code stipulated KDFs (NASA, Euro code EC-3) are compared with the experimental, simulated and the ANN predicted KDFs. The ANN based KDFs are shown to be highly accurate, less conservative and more precise than the existing recommendations, partly due to a wider set of input parameters (than the code provisions) used for the network training and predictions. Furthermore, the ANN predicted KDFs are employed to conduct a reliability-based design (RBD) of truncated conical shells having random geometric imperfections. The RBD furnishes the pertinent design variables (i.e., semi-vertex angle θ) for a target reliability index (β‾) and respective KDFs for varying imperfections and shell geometries.
锥形壳的用途广泛,从航空航天运载火箭到原子力显微镜。薄壁锥形壳在轴向压缩下容易发生屈曲。由于实验临界载荷和理论临界载荷之间存在显著差异,实际临界载荷是通过将理论临界载荷乘以高度保守的击穿系数(KDF)得出的。为了经济设计,可以放宽这种保守性。为此,本文采用了人工神经网络(ANN),利用对 Mylar 锥体(非金属)的实验数据和金属锥体的有限元(FE)模拟数据来改进 KDF 的预测。方差网络使用 15 个用于描述锥形外壳的输入参数来训练网络,KDF 是唯一的输出。数据集分为训练和测试(T&T)数据集和验证数据集。后者表明预测误差大多在 ±5% 以内。代码规定的 KDF(美国国家航空航天局,欧洲代码 EC-3)与实验、模拟和 ANN 预测的 KDF 进行了比较。结果表明,与现有建议相比,基于 ANN 的 KDF 准确度高、不太保守且更精确,部分原因是用于网络训练和预测的输入参数集(比规范规定的参数集)更广泛。此外,利用人工智能网络预测的 KDF 对具有随机几何缺陷的截顶锥形壳体进行了基于可靠性的设计(RBD)。RBD 提供了目标可靠性指数(β‾)的相关设计变量(即半顶角 θ)以及不同缺陷和壳体几何形状的相应 KDF。
Comparison of energy absorption characteristics of novel lattice structures inspired by Helleborus petticoat flower and fish scale pattern for different loading orientations
Brijesh H. Patel, Pulak Mohan Pandey
doi:10.1016/j.tws.2024.112542
海草裙花和鱼鳞图案启发的新型晶格结构在不同加载方向下的吸能特性比较
In the present work, arc-shaped, thin-strut-based structures were developed by taking inspiration from the cup shaped Helleborus petticoat flower and fish scale pattern. The designed structures have been additively manufactured with a fused deposition modeling process. In this work, one fish scale pattern inspired structure was developed and named FS structure, whereas two flower-inspired structures were developed and named FL4 and FL8 structures. The static compression tests were conducted to study stress-strain behavior of the proposed structures in two different orientations, viz. orientation:1 (along z-axis) and orientation:2 (along x-axis). Furthermore, the mechanical responses and energy absorption characteristics are comprehensively examined for the proposed structures in both orientations. The structures exhibited higher specific energy absorption (SEA) in orientation:1 compared to orientation:2. The increment in SEA is ∼29 % for FS, ∼298% for FL4, and ∼115% for FL8 structures in orientation:1 compared to orientation:2. Meanwhile, the proposed bio-inspired structures are capable of absorbing energies in the range of 0.06-0.47 MJ/m3, up to densification. Finally, SEA of proposed structures is compared with the SEA of other structures in the available literature.
在目前的作品中,从杯形的海草衬裙花和鱼鳞图案中获得灵感,形成了弧形的薄支柱结构。所设计的结构采用熔融沉积建模工艺进行了增材制造。本研究开发了一种鱼鳞图案启发结构,命名为FS结构;开发了两种花卉启发结构,命名为FL4和FL8结构。通过静压缩试验,研究了该结构在取向1(沿z轴)和取向2(沿x轴)两种不同取向下的应力-应变行为。在此基础上,对两方向结构的力学响应和能量吸收特性进行了综合分析。取向为:1的结构比能量吸收(SEA)高于取向为:2的结构。与取向2相比,取向1中,FS的SEA增加了~ 29%,FL4的SEA增加了~ 298%,FL8的SEA增加了~ 115%。同时,所提出的仿生结构能够吸收0.06-0.47 MJ/m3的能量,直至致密化。最后,将所提出结构的SEA与现有文献中其他结构的SEA进行比较。
Dynamic compressive behavior of functionally graded triply periodic minimal surface meta-structures
Xiaofei Ma, Ce Guo
doi:10.1016/j.tws.2024.112544
功能梯度三周期最小表面元结构的动态压缩行为
Triply periodic minimal surface (TPMS) lattice structures have gained considerable attention because of their light weight, high strength, and excellent energy absorption capabilities. However, the effect of the amplitude that can control the topological morphology of a TPMS on the dynamic properties of the TPMS structure is not yet fully understood, as previous studies have focused on the relative density and size as well as their quasi-static mechanical properties. In this study, three types of uniform sheet-based TPMS structures with different amplitudes and three types of functionally graded sheet-based TPMS structures were proposed. Experiments and numerical simulations were conducted under quasi-static and dynamic loading conditions. Six types of TPMS lattice structures made of 316L stainless steel were manufactured via powder bed fusion. Quasi-static compression tests were performed at a strain rate of 0.001 s⁻¹. The experimental results indicate that increasing the amplitude can increase the elastic modulus, plateau stress, and energy absorption capacity of a structure. Moreover, the functional gradient amplitude structure has a higher energy absorption capacity, and the structures with line and log gradient strategies improved by 17.38% and 35.43%, respectively, compared to the uniform structure with an amplitude of 1. Additionally, an idealized rigid-linear plastic hardening (R-LPH) model was proposed to predict the mechanical response of the structures. The finite element method (FEM) was used to construct dynamic compression numerical models, and their validity was verified through split Hopkinson pressure bar (SHPB) tests at a strain rate of 695 s⁻¹. The mechanical response, deformation modes, and stress enhancement effects of the structures under dynamic compression were systematically studied. The results show that the mechanical performance and energy absorption capacity of the structures under dynamic impact loading increase with increasing strain rate. The critical velocity for the transition from the quasi-static mode to the impact mode increases with amplitude. For strain rates below 6000 s⁻¹, the strain rate effect is the main factor influencing the dynamic stress enhancement. As the strain rate continues to increase, the dynamic stress enhancement results from the combined effects of inertia and strain rate, with inertia effects gradually becoming the dominant factor. This study shows that functional gradient TPMS meta-structures have excellent mechanical and energy absorbing properties under quasi-static compression and dynamic compression, with potential applications in passive safety protection.
三周期最小表面(TPMS)晶格结构因其重量轻、强度高、吸能能力好而受到广泛关注。然而,控制TPMS拓扑形态的振幅对TPMS结构动态性能的影响尚未完全了解,因为先前的研究主要集中在相对密度和尺寸以及它们的准静态力学性能上。本研究提出了三种不同振幅的均匀片状TPMS结构和三种功能梯度片状TPMS结构。在准静态和动态加载条件下进行了试验和数值模拟。采用粉末床熔合法制备了6种316L不锈钢TPMS晶格结构。在0.001 s(⁻¹)的应变速率下进行准静态压缩试验。实验结果表明,增加振幅可以提高结构的弹性模量、平台应力和能量吸收能力。此外,功能梯度振幅结构具有更高的能量吸收能力,与振幅为1的均匀结构相比,采用直线和对数梯度策略的结构分别提高了17.38%和35.43%。此外,提出了一种理想刚-线塑性硬化(R-LPH)模型来预测结构的力学响应。采用有限元法(FEM)建立了动态压缩数值模型,并通过应变速率为695 s⁻¹的霍普金森压杆(SHPB)劈裂试验验证了模型的有效性。系统研究了结构在动力压缩作用下的力学响应、变形模式和应力增强效应。结果表明:随着应变速率的增大,结构在动冲击载荷作用下的力学性能和吸能能力均有所提高;准静态模态向冲击模态过渡的临界速度随振幅增大而增大。对于低于6000 s的应变率(毒枭),应变率效应是影响动态应力增强的主要因素。随着应变速率的继续增大,动应力增强是惯性和应变速率共同作用的结果,惯性效应逐渐成为主导因素。研究表明,功能梯度TPMS元结构在准静态压缩和动态压缩下具有优异的力学性能和吸能性能,在被动安全防护方面具有潜在的应用前景。
Effects of extreme temperature environments on nonlinear vibrations of the cable-stayed functionally graded beam
Tong Hu, Xiaoyang Su, Wei Zhang, Houjun Kang, Chaoran Liu, Tao Liu
doi:10.1016/j.tws.2024.112547
极端温度环境对斜拉功能梯度梁非线性振动的影响
A cable-stayed functionally graded beam (CSFGB) model is proposed for the first time to study nonlinear behaviors of the system exposed to extreme temperatures. To this end, the in-plane one-to-one internal resonance between the global mode (FGB's mode) and the local mode (cable's mode) is explored under the condition of external primary resonance. First, governing differential equations of the system considering temperature effects are derived by using Hamilton's principle. To obtain the modal function of the FGB, the in-plane eigenvalue problem is solved through the separation-of-variables method. Subsequently, ordinary differential equations (ODEs) are yielded according to Galerkin discretization. The method of multiple time scales is then applied to deal with the ODEs and derive the modulation equations. Based on the above theoretical solutions, the frequency-/force-response curves at three different temperatures are delineated via Newton-Raphson method and the continuation of fixed points. Meanwhile, the time histories and phase portraits are also provided by directly integrating the ODEs. The results show that temperature changes have a significant influence on nonlinear characteristics of the system.
首次提出了斜拉功能梯度梁(CSFGB)模型,用于研究系统在极端温度下的非线性行为。为此,在外部主共振条件下,探讨了全局模态(FGB模态)与局部模态(电缆模态)平面内一对一的内部共振。首先,利用哈密顿原理推导了考虑温度效应的系统控制微分方程。为了得到FGB的模态函数,采用分离变量法求解平面内特征值问题。然后,根据伽辽金离散得到常微分方程。然后采用多时间尺度的方法处理微分方程,推导出调制方程。在上述理论解的基础上,采用牛顿-拉夫森法和不动点延拓法绘制了三种不同温度下的频率/力响应曲线。同时,直接积分ode也可以得到时间历史和相位肖像。结果表明,温度变化对系统的非线性特性有显著影响。
Energy absorption characteristics of bio-inspired multi-corner CFRP tubes under axial quasi-static and dynamic loading
Jie Fu, Qiang Liu, Xiaokang Ma, Ming Cai
doi:10.1016/j.tws.2024.112551
仿生CFRP多角管在轴向准静态和动态载荷下的吸能特性
The multi-corner design approach can effectively enhance the energy absorption capacity of thin-walled metallic tubes under axial quasi-static and dynamic loading conditions. However, its efficacy in augmenting the crashworthiness performance of carbon fiber reinforced plastic (CFRP) tubes remains inconclusive, particularly due to the different failure mechanisms and pronounced strain rate effects inherent to CFRP materials compared to their metallic counterparts. Therefore, a type of bio-inspired multi-corner CFRP tube structure was designed by mimicking the non-convex cross-sectional shape of the root of ceiba pentandra tree, and its axial crushing responses were studied experimentally and numerically. Quasi-static compression and dynamic impact tests were conducted to compare the energy absorption capabilities of square and bio-inspired tubes with the same mass. The results showed that the specific energy absorption (SEA) of the square CFRP tube increased after adopting the bio-inspired design; however, different percentages of increase in SEA values were found under quasi-static and dynamic crush conditions, 13.5% and 4%, respectively. With the aid of finite element analysis and electron scanning technologies, the energy absorption mechanisms of bio-inspired tubes were further studied. It was found that the increase in SEA values was attributable to the increased number of axial splitting and secondary squeezing effects between internal fronds in the crushed tubes. Moreover, most of the fibers at the corner in a tube failed in tensile fracture mode during quasi-static testing, whereas they failed in both tensile and shearing fracture mode in dynamic testing, thereby leading to a reduction of energy absorption.Finally, two novel tubes based on bio-inspired design and corner fractal design methods were proposed and they showed higher SEA values than initial one under dynamic impact.
在轴向准静态和动态加载条件下,多角度设计方法可有效提高薄壁金属管的能量吸收能力。然而,由于碳纤维增强塑料(CFRP)材料与金属材料的固有失效机制不同,应变率效应明显,因此该方法在提高碳纤维增强塑料(CFRP)管的耐撞性能方面的功效仍无定论。因此,通过模仿偃松树根的非凸截面形状,设计了一种生物启发的多角 CFRP 管结构,并对其轴向挤压响应进行了实验和数值研究。通过准静态压缩和动态冲击试验,比较了相同质量的方形管和生物启发管的能量吸收能力。结果表明,采用生物启发设计后,方形 CFRP 管的比能量吸收(SEA)增加了;但在准静态和动态挤压条件下,SEA 值的增加百分比不同,分别为 13.5% 和 4%。借助有限元分析和电子扫描技术,进一步研究了生物启发管的能量吸收机制。研究发现,SEA 值的增加是由于挤压管内部叶片之间的轴向分裂和二次挤压效应数量的增加。此外,在准静态测试中,管子转角处的大部分纤维都以拉伸断裂模式失效,而在动态测试中,这些纤维则以拉伸和剪切断裂模式失效,从而导致能量吸收减少。最后,提出了两种基于生物启发设计和角分形设计方法的新型管材,它们在动态冲击下的 SEA 值高于初始管材。
Impact responses of steel–concrete–steel–gradient aluminum foam energy absorbing panels: Experimental and numerical studies
Junyi Chen, Yonghui Wang, Hongyuan Zhou, Huanan Xu
doi:10.1016/j.tws.2024.112552
钢-混凝土-钢梯度泡沫铝吸能板的冲击响应:试验与数值研究
A novel steel–concrete–steel–gradient aluminum foam energy absorbing panel (SCSGF-EAP) has been proposed for improving the impact resistance of existing structures. The impact resistant performances of the SCSGF-EAP were evaluated through the drop weight impact tests and numerical simulations. The varying thickness of gradient aluminum foam and concrete core was considered in the drop weight impact tests. All the specimens presented a consistent failure mode, which included local indentation and global flexure of SCS panel and crushing of gradient aluminum foam. The Finite Element (FE) model was developed through adopting LS-DYNA for studying the impact resistance of SCSGF-EAP, and the comparisons exhibited that numerical results agreed well with experimental data. The internal energy of different components of specimen was determined by numerical model, and the gradient aluminum foam absorbed the majority of the impact energy. Finally, parametric studies were adopted to determine influences of the initial momentum and kinetic energy of impactor, as well as the density of gradient aluminum foam and impact location on the impact response of SCSGF-EAP.
为了提高现有结构的抗冲击性能,提出了一种新型的钢-混凝土-钢梯度泡沫铝吸能板。通过落锤冲击试验和数值模拟对SCSGF-EAP的抗冲击性能进行了评价。在落锤冲击试验中考虑了梯度泡沫铝和混凝土芯材厚度的变化。所有试件均表现出一致的破坏模式,即SCS板局部压痕和整体弯曲,梯度泡沫铝破碎。采用LS-DYNA建立了有限元模型,对SCSGF-EAP的抗冲击性能进行了研究,结果表明,数值结果与实验数据吻合较好。通过数值模型确定了试样各组成部分的内能,梯度泡沫铝吸收了大部分冲击能。最后,通过参数研究确定了冲击器初始动量和动能、梯度泡沫铝密度和冲击位置对SCSGF-EAP冲击响应的影响。
Enhancing the electromagnetic shielding and mechanical properties of CF/PEEK composites via low-concentration fluff and Ni-Co alloy plating
Shu Zhu, Song Yan, Yu Gao, Mingcheng Qu, Yue Li, Jianfeng Zhou, Yan Dong, Weizhao Zhang
doi:10.1016/j.tws.2024.112563
通过低浓度绒毛和镀镍钴合金提高CF/PEEK复合材料的电磁屏蔽性能和力学性能
Carbon Fiber Reinforced Composites (CFRC) are increasingly used in aircraft to minimize weight and maximize structural designability. However, CFRCs have limitations in electrical conductivity and Electromagnetic Interference (EMI) resistance. This study introduces a process to overcome these drawbacks by chemically plating Carbon Fiber (CF) fabrics with a thin layer of Nickel-Cobalt (Ni-Co) alloy, thereby improving electrical conductivity. Subsequently, Sulfonated Polyether Ether Ketone (SPEEK) was applied to the Nickel-Cobalt coated Carbon Fibers (NiCo@CF). The resulting fuzzy surface effectively enhanced the interfacial interactions within the PEEK matrix. The results showed that the tensile strength, tensile modulus, flexural strength, and flexural modulus of the composite panels treated with 0.1 wt.% SPEEK sizing significantly increased by 32.3%, 26.0%, 167.9%, and 20.7%, respectively, compared to NiCO@CF/PEEK composite panels treated with no SPEEK sizing agent. Additionally, the introduction of SPEEK fostered a shift in the primary fracture mechanism from fiber pull-out or debonding to fiber fracture. Remarkably, compared to CF/PEEK composites, the electromagnetic shielding efficiency of NiCo@CF/PEEK was increased by 88.98%, reaching 46.15dB. Long-term testing of the S-NiCO@CF/PEEK composites in a humid and hot environment confirmed consistent electromagnetic and mechanical properties, alongside good fatigue and aging resistance. These advances make the S-NiCO@CF/PEEK composites promising for broader applications in the aircraft and aerospace fields.
碳纤维增强复合材料(CFRC)在飞机上的应用越来越多,以减少重量和最大化结构设计性。然而,CFRCs在导电性和抗电磁干扰(EMI)方面存在局限性。本研究介绍了一种克服这些缺点的方法,即在碳纤维(CF)织物上化学镀上一层薄镍钴(Ni-Co)合金,从而提高导电性。随后,将磺化聚醚醚酮(SPEEK)应用于镍钴涂层碳纤维(NiCo@CF)。由此产生的模糊表面有效地增强了PEEK矩阵内部的界面相互作用。结果表明:与未添加SPEEK施胶剂的NiCO@CF/PEEK复合板材相比,添加0.1% wt.% SPEEK施胶剂的复合板材的拉伸强度、拉伸模量、抗弯强度和抗弯模量分别显著提高32.3%、26.0%、167.9%和20.7%。此外,SPEEK的引入促进了主要断裂机制的转变,从纤维拔出或脱粘到纤维断裂。与CF/PEEK复合材料相比,NiCo@CF/PEEK的电磁屏蔽效率提高了88.98%,达到46.15dB。S-NiCO@CF/PEEK复合材料在潮湿和高温环境下的长期测试证实了其电磁和机械性能的一致性,以及良好的抗疲劳和耐老化性能。这些进步使得S-NiCO@CF/PEEK复合材料有望在飞机和航空航天领域得到更广泛的应用。
Stability of slender GFRP tube-confined UHPC-filled steel-encased column under axial compression: Experiment and mesoscale modeling
Yanqin Zeng, Lihua Xu, Min Yu, Donghua Tong, Benhao Gao, Le Huang, Yin Chi
doi:10.1016/j.tws.2024.112564
轴压作用下GFRP筒限uhpc填充钢包钢细长柱的稳定性:试验与中尺度模拟
The stability of GFRP tube-confined UHPC-filled steel-encased columns (FUSCs) is critical for optimal utilization of its superior cross-sectional load-bearing capacity that guarantees overall structural safety. This study conducted an experimental investigation on 14 slender FUSC specimens under uniaxial compression for different aspect ratios and aggregate contents. The pressure-sensing films were applied to measure the contact pressure between the GFRP tube and UHPC, and a mesoscale finite element model was developed to uncover the role of randomly distributed fibers and aggregates in the UHPC during the failure process. Accordingly, the stability performance of slender FUSC was analyzed, and specific discussions were held on the mutual interaction mechanism between GFRP and UHPC during the loading process. The results showed that the stability of FUSCs decreased faster with an aspect ratio of l0/D> 8 (λ>30.77), resulting in the decrease of load-carrying capacity for up to 25%. By including coarse aggregate, the distribution of steel fibers was densified, and Young's Modulus of UHPC was increased, considerably improving the stability of FUSCs. Moreover, the GFRP tube with a fixed winding angle of 50° remarkably enhanced the stability of the specimen due to the sharing of bending moment instead of providing confinement. This research outcome offers a basis for the stability control of slender FUSCs.
玻璃纤维增强塑料管加固超高性能混凝土填充钢包柱(FUSC)的稳定性对于充分利用其优异的截面承载能力以保证整体结构安全至关重要。本研究对 14 个细长的 FUSC 试样进行了实验研究,这些试样在单轴压缩条件下具有不同的长宽比和骨料含量。应用压力传感薄膜测量了 GFRP 管与 UHPC 之间的接触压力,并建立了中尺度有限元模型,以揭示 UHPC 中随机分布的纤维和骨料在破坏过程中的作用。据此分析了细长 FUSC 的稳定性能,并对加载过程中 GFRP 与 UHPC 之间的相互作用机理进行了具体讨论。结果表明,当长宽比 l0/D> 8 时,FUSC 的稳定性下降更快(λ>30.77),导致承载能力下降达 25%。加入粗骨料后,钢纤维的分布变得致密,UHPC 的杨氏模量增加,从而大大提高了 FUSC 的稳定性。此外,固定缠绕角为 50° 的 GFRP 管由于分担了弯矩而不是提供了约束,显著提高了试样的稳定性。这一研究成果为细长 FUSC 的稳定性控制提供了依据。
Axial hysterestic behavior of prestressed CFDST columns for lattice-type wind turbine towers
Kai-Yuan Jin, Xu-Hong Zhou, Chao Hu, Yu-Hang Wang, Yong-Sen Lan, Yang Zhou
doi:10.1016/j.tws.2024.112565
格式风力发电塔架预应力CFDST柱轴向滞回特性研究
The escalating power outputs of wind turbines necessitate enhanced load-bearing capabilities in their support structures. A new type of prestressed concrete-filled double skin steel tubular (CFDST) lattice-type wind turbine tower has been proposed to replace the original steel-concrete hybrid tower. The corner columns of the tower are made of prestressed CFDST columns, with the prestressing steel strands situated within the hollow area. While numerous studies have researched the axial characteristics of concrete-filled steel tubular (CFST) columns, investigations into prestressed CFDST columns subjected to axial cyclic loading remain sparse. To address this research gap, this study carried out the experimental and finite element studies of eight prestressed CFDST columns under axial tensile, axial compressive, and tensile-compressive cyclic loads. Detailed analyses of failure modes, hysteresis curves, stiffness degradation, skeleton curves and ductility were conducted. The test results indicate that the prestressing enables the concrete to establish good contact with the steel tubes, thereby preventing the premature cracking. At a cost of approximately 6.8% reduction in axial compressive load, the axial tensile load of the structure is enhanced by about 47.2%. Furthermore, an advanced finite element (FE) model, refined based on the test, closely matched the experimental data, thereby validating its accuracy for subsequent mechanism and parameter investigation.
风力涡轮机的功率输出不断增加,需要增强其支撑结构的承重能力。提出了一种新型预应力混凝土双皮钢管(CFDST)格式风力机塔架,以取代原有的钢-混凝土混合塔架。塔楼的角柱由预应力CFDST柱制成,预应力钢索位于空心区域内。虽然已有大量研究对钢管混凝土柱的轴向特性进行了研究,但对钢管混凝土预应力柱在轴向循环荷载作用下的研究仍然很少。为了弥补这一研究空白,本研究对8根预应力CFDST柱在轴向拉伸、轴向压缩和拉-压循环荷载下进行了试验和有限元研究。对结构的破坏模式、滞回曲线、刚度退化、骨架曲线和延性进行了详细分析。试验结果表明,预应力能使混凝土与钢管建立良好的接触,从而防止混凝土过早开裂。在轴向压缩载荷降低约6.8%的代价下,结构的轴向拉伸载荷提高约47.2%。此外,在试验基础上改进的先进有限元模型与实验数据吻合较好,从而验证了其对后续机理和参数研究的准确性。