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【新文速递】2024年3月7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 1 篇,Mechanics of Materials 1 篇,International Journal of Plasticity 1 篇,Thin-Walled Structures 3 篇

International Journal of Solids and Structures

Energy variation and stress fields of spherical inclusions with eigenstrain in three-dimensional anisotropic bi-materials

T. Richeton

doi:10.1016/j.ijsolstr.2024.112748

三维各向异性生物材料中具有特征应变的球形夹杂物的能量变化和应力场

In this study, expressions for the interior stress fields of a spherical inclusion with uniform eigenstrain embedded in an anisotropic bi-material featuring a planar interface are derived. These expressions involve surface integrals of the imaginary term of the first derivative of the Green tensor in an anisotropic bi-material which are well-suited for standard numerical integrations. Specific formulations are provided for cases where the inclusion belongs to either the same material or both materials. Additionally, expressions are presented for the equivalent Eshelby tensor. The interior stress fields and variations in elastic strain energy are computed using cubic elastic constants of Cu. Various inclusion positions relative to the interface, eigenstrain forms, and crystallographic orientations are considered. For instances involving dilatational eigenstrain, the elastic strain energy variation with the inclusion’s position may exhibit multiple extrema. The global minimum and maximum consistently occur when the inclusion spans both materials. In the context of symmetrical tilt boundaries, energy variations are perfectly symmetric, with a global minimum on the interface that decreases with the tilt angle. The significance of the observed energy variations for defects segregation is quantitatively assessed by comparing them with the interaction energy between an eigenstrain and a grain boundary stress field.

本研究推导了具有均匀特征应变的球形内含体的内部应力场表达式,该内含体嵌入具有平面界面的各向异性双材料中。这些表达式涉及各向异性双材料中格林张量一阶导数虚项的表面积分,非常适合标准数值积分。对于包含属于同一种材料或两种材料的情况,提供了具体的计算公式。此外,还给出了等效 Eshelby 张量的表达式。内部应力场和弹性应变能的变化是使用 Cu 的立方弹性常数计算得出的。考虑了相对于界面的各种夹杂位置、特征应变形式和晶体学取向。在涉及扩张特征应变的情况下,弹性应变能随包裹体 位置的变化可能会呈现多个极值。全局最小值和最大值始终出现在夹杂物横跨两种材料时。在对称倾斜边界的情况下,能量变化是完全对称的,界面上有一个随倾斜角减小的全局最小值。通过将观察到的能量变化与特征应变和晶界应力场之间的相互作用能量进行比较,对缺陷偏析的重要意义进行了定量评估。


Mechanics of Materials

A coordinate-free guide to the mechanics of thin shells

Giuseppe Tomassetti

doi:10.1016/j.mechmat.2024.104961

薄壳力学无坐标指南

In this tutorial, we provide a coordinate-free derivation of the system of equations that govern equilibrium of a thin shell that can undergo shear. This system involves tensorial fields representing the internal force and couple per unit length that adjacent parts of the shell exchange at their common boundary. By an appropriate decomposition of those quantities, we obtain a representation of the internal power in terms of time derivatives of suitable strain measures. Subsequently, we propose constitutive equations that employ these strain measures as independent variables. After specializing the theory to the case of unshearable shells, we linearize the resulting equations. As an application, we study the free vibrations of a pressurized spherical shell, showcasing the advantages of a coordinate-free perspective, which simplifies both the deduction and the solution of the final governing equations.

在本教程中,我们提供了一个无坐标推导方程组,该方程组控制着可承受剪切力的薄壳的平衡。该系统涉及代表内力和单位长度耦合的张量场,壳的相邻部分在它们的共同边界上交换内力和耦合。通过对这些量进行适当的分解,我们可以用适当应变量的时间导数来表示内力。随后,我们提出了采用这些应变量作为自变量的构成方程。在将理论专门化为不可剪切壳体的情况后,我们将所得方程线性化。作为应用,我们研究了受压球壳的自由振动,展示了无坐标视角的优势,它简化了最终控制方程的推导和求解。


International Journal of Plasticity

Virtual laboratory enabled constitutive modelling of dual phase steels

Wencheng Liu, Xinghao Li, Ming Liu, Hao Cui, Jia Huang, Yong Pang, Jun Ma

doi:10.1016/j.ijplas.2024.103930

虚拟实验室支持双相钢的结构建模

Accurate and efficient characterization and modelling of deformation responses are critically essential in the development of advanced metal forming processes. This work presents a virtual laboratory enabled constitutive framework for modelling complex deformation responses of dual phase (DP) steels under complex stress states, based on multi-phase full-field crystal plasticity (CP) and advanced phenomenological modelling. In the CP based virtual testing method, kinematic hardening and degradation of elastic modulus are modelled in particular to improve the capability for describing evolving microstructure induced mechanical responses of DP steels. The workflow of this framework is completely built and numerically implemented, including (i) representative volume element (RVE) generation based on microstructure characterisation, (ii) identification of multiphase CP model parameters, (iii) prediction of elastic modulus degradation, (iv) prediction of yield stresses and plastic potentials in uniaxial tension and biaxial tension with various stress ratios, and (v) prediction of stress–strain curves in reverse tension compression. Using DP780 and DP980 as case materials, the corresponding physical experiments are conducted to verify the accuracy of the virtual tests, showing a good agreement between the virtual and experimental approaches. Both experimental and virtual tests are used to calibrate advanced phenomenological constitutive models that include non-linear elasticity, anisotropic yielding, and kinematic hardening. The calibrated models are implemented into the finite element (FE) codes to predict complex deformation and springback behaviours of DP780 and DP980 sheets in U-bending processes. In comparison with forming experiments of U-channel parts, the virtually calibrated models are validated and show good performance in predicting deformation and springback behaviours, providing a high capability for process analysis. The findings support that the virtual laboratory enabled modelling approach could be a substitute for extensive, expensive, and hard-to-access physically mechanical experiments required in the model calibration for a more effective and efficient analysis of metal forming processes.

对变形响应进行准确有效的表征和建模对于先进金属成型工艺的开发至关重要。这项研究基于多相全场晶体塑性(CP)和先进的现象学建模,提出了一个虚拟实验室构成框架,用于模拟双相钢(DP)在复杂应力状态下的复杂变形响应。在基于晶体塑性的虚拟测试方法中,特别对运动硬化和弹性模量退化进行了建模,以提高描述双相钢微观结构诱导的机械响应演变的能力。该框架的工作流程已完全建立并在数值上实现,包括:(i) 根据微观结构特征生成代表性体积元素 (RVE);(ii) 确定多相 CP 模型参数;(iii) 预测弹性模量退化;(iv) 预测单轴拉伸和双轴拉伸中的屈服应力和塑性势能,以及各种应力比;(v) 预测反向拉伸压缩中的应力应变曲线。以 DP780 和 DP980 为案例材料,进行了相应的物理实验来验证虚拟测试的准确性,结果表明虚拟方法与实验方法之间具有良好的一致性。实验和虚拟测试都用于校准先进的现象学构成模型,包括非线性弹性、各向异性屈服和运动硬化。校准模型被应用到有限元(FE)代码中,以预测 DP780 和 DP980 板材在 U 形弯曲过程中的复杂变形和回弹行为。与 U 型槽零件的成型实验相比,虚拟校准模型得到了验证,并在预测变形和回弹行为方面表现出良好的性能,为工艺分析提供了很高的能力。研究结果表明,虚拟实验室建模方法可以替代模型校准所需的大量昂贵且难以获得的物理机械实验,从而更有效、高效地分析金属成型工艺。


Thin-Walled Structures

Working mechanism evaluations of full-scale joints with bolted-cover plate connection for modular steel buildings

Ke Cao, Si-Yuan Zhai, Yi-Fan Lyu, Guo-Qiang Li, Wei-Yong Wang, Chen Chen

doi:10.1016/j.tws.2024.111772

模块化钢结构建筑中采用螺栓盖板连接的全尺寸接头的工作机理评估

The force-reliability of the modular structural joints is crucial for ensuring the structural integrity of modular steel buildings. However, the welds connecting the beam and column within the module are susceptible to tear during seismic events. This mode of failure greatly undermines the ability of these joints to withstand seismic forces. Four full-scale modular structural joints with bolted-cover plate connection were designed and conducted for seismic performance testing, emphasizing the significance of methods such as reinforcing diagonal braces and strengthening flanges on the protective effect of beam-column welds in the module. The simplified modular structural joint and frame finite element model were proposed based on experimental data, refined finite element modeling, and theoretical analysis. The findings suggest that the seismic behavior of the modular structural joint remains unaffected by variations in axial compression ratio within the designed range of parameters. The beam-column weld of the module in the reinforced joint exhibits almost no weld tearing, and both strengthening methods demonstrate exceptional capacity for energy dissipation. The proposed simplified modeling method facilitates the efficient determination of the modular structural joint bearing capacity and the lateral stiffness of the modular frame. The research findings presented in this paper can serve as a valuable reference point for the engineering design of modular steel structures.

模块化结构接头的受力可靠性对于确保模块化钢结构建筑的结构完整性至关重要。然而,连接模块内梁和柱的焊缝在地震事件中很容易撕裂。这种失效模式极大地削弱了这些连接件抵御地震力的能力。我们设计了四个全尺寸的模块化结构连接,并进行了螺栓盖板连接的抗震性能测试,强调了加固斜撑和加固翼缘等方法对模块中梁柱焊缝保护作用的重要意义。在实验数据、精细有限元建模和理论分析的基础上,提出了简化的模块结构连接和框架有限元模型。研究结果表明,在设计参数范围内,模块结构连接的抗震性能不受轴向压缩比变化的影响。加固连接中模块的梁柱焊缝几乎没有撕裂现象,两种加固方法都表现出卓越的消能能力。所提出的简化建模方法有助于有效确定模块结构连接处的承载能力和模块框架的侧向刚度。本文的研究成果可为模块化钢结构的工程设计提供有价值的参考。


Dynamic modeling and vibration control optimization of a rotating hollow beam with ESACLD treatment

Yongxin Zhang, Liang Li, Dingguo Zhang, Wei-Hsin Liao

doi:10.1016/j.tws.2024.111750

使用 ESACLD 处理旋转空心梁的动态建模和振动控制优化

As an active and passive hybrid control technology, enhanced segmented active constrained layer damping (ESACLD) is an intelligent damping structure for suppressing adverse vibrations in flexible structures. In this study, the three-dimensional spatial dynamic model of a rotating hollow beam with improved ESACLD treatment is established based on the finite element method in a floating frame of reference. The damping effects of the ESACLD with both edge elements and incisions are considered in the dynamic model for the first time. Simulation results show the damping performance of the ESACLD is better than traditional active constrained layer damping with or without incisions (SACLD or ACLD). The Genetic Algorithm-Backpropagation (GA-BP) neural network is used to optimize the physical parameters of ESACLD, and the optimized model can effectively suppress the transverse and flapping bending vibration. It is also found that flapping and transverse bending vibrations exhibit differential dependence on nutation and precession angular velocities; higher nutation and lower precession velocities suppress flapping bending. The existing commercial finite element software has some problems, such as low efficiency and inaccuracy. The new finite element proposed in this paper uses a new form function to ensure accuracy in the simulation of rotation and vibration and has obvious advantages in dealing with rotational structures and complex boundary conditions. Research in this work can provide a design framework for vibration prediction and control of flexible beam-like structures.

作为一种主被动混合控制技术,增强型分段主动约束层阻尼(ESACLD)是一种用于抑制柔性结构不良振动的智能阻尼结构。本研究基于浮动参照系下的有限元法,建立了改进 ESACLD 处理的旋转空心梁三维空间动力模型。在动态模型中首次考虑了边缘元素和切口 ESACLD 的阻尼效应。仿真结果表明,ESACLD 的阻尼性能优于有切口或无切口的传统主动约束层阻尼(SACLD 或 ACLD)。利用遗传算法-反向传播(GA-BP)神经网络对 ESACLD 的物理参数进行了优化,优化后的模型能有效抑制横向振动和拍击弯曲振动。研究还发现,拍击振动和横向弯曲振动对转角和前冲角速度的依赖性不同;较高的转角和较低的前冲角速度可抑制拍击弯曲。现有的商业有限元软件存在一些问题,如效率低、不准确等。本文提出的新有限元采用了新的形式函数,确保了旋转和振动模拟的精度,在处理旋转结构和复杂边界条件时具有明显优势。本文的研究可以为柔性梁状结构的振动预测和控制提供一个设计框架。


The influence of sandwich panel cladding on horizontal structure stiffness

Břetislav Židlický, Jiří Mareš, František Wald

doi:10.1016/j.tws.2024.111771

夹芯板覆层对水平结构刚度的影响

This paper presents a study on the influence of sandwich panel roof cladding on the horizontal stiffness of load-bearing steel structures (stressed skin action). A full-scale test was carried out on a steel monopitch portal frame structure made in two stages – without (bare steel structure) and with roof sandwich panel cladding. Data obtained from both stages of the test are presented and are used to demonstrate the significant increase in horizontal stiffness caused by the cladding system. The test data were then used to validate an FE numerical model. A roof cladding made of composite panels is relatively stiff in its own plane. However, the critical detail is the connection of the panels to the sub-structure (e.g. purlins or rafters), i.e. the screw bearing capacity. Even within the serviceability limits, the internal sheet of the composite panel suffers a certain level of permanent bearing damage. Based on the test data, the results of the FE numerical model and the analytical approach for calculating the shear stiffness of the sandwich panels, the approach for taking into account the influence of the cladding on the horizontal stiffness was derived and compared. This approach is believed to be safe and simple for practical use, and it leads to load-bearing structure members with more slender cross-sections. In addition, the data and results that are obtained expand the limited amount of available data related to stressed skin action.

本文研究了夹芯板屋顶包层对承重钢结构水平刚度的影响(受力蒙皮作用)。对一个钢制单坡门式框架结构进行了全尺寸测试,测试分两个阶段进行--无夹芯板屋顶包层(裸钢结构)和有夹芯板屋顶包层。报告中提供了两个阶段的测试数据,用于证明覆层系统显著增加了水平刚度。测试数据随后用于验证有限元数值模型。由复合板制成的屋顶覆层在其自身平面上具有相对较高的刚度。然而,关键的细节在于面板与下层结构(如檩条或椽子)的连接,即螺钉的承载能力。即使在可使用范围内,复合板的内部板材也会遭受一定程度的永久性承载损坏。根据测试数据、有限元数值模型结果和计算夹芯板剪切刚度的分析方法,得出并比较了考虑覆层对水平刚度影响的方法。这种方法在实际应用中被认为是安全和简单的,而且能使承重结构件的横截面更加细长。此外,所获得的数据和结果扩展了与受力表皮作用相关的有限可用数据量。




来源:复合材料力学仿真Composites FEM
ACTMechanicalSystemDeform振动非线性建筑ADS理论材料控制螺栓
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首次发布时间:2024-11-06
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【新文速递】2024年3月9日固体力学SCI期刊最新文章

今日更新:International Journal of Solids and Structures 2 篇,International Journal of Plasticity 1 篇,Thin-Walled Structures 2 篇International Journal of Solids and StructuresA thin-walled cavity structure with double-layer tapered scatterer locally resonant metamaterial plates for extreme low-frequency attenuationMohammad Ravanbod, Salman Ebrahimi-Nejad, Morteza Mollajafaridoi:10.1016/j.ijsolstr.2024.112742带双层锥形散射体局部谐振超材料板的薄壁空腔结构,用于极低频衰减Locally resonant acoustic metamaterials (LRAMs) are effective spatial frequency filters due to their local resonance system. However, they own narrow stopbands, charge additional weight on the primary system, and operate only at the adjusted frequency range. In this paper, a novel dual-target LRAM is proposed based on coupling the cavity and convex mechanisms, utilizing the benefits of both sound-barrier and sound-absorbing types of acoustic metamaterials. A combination of the cavity and convex structures is presented and investigated for the first time, which exploits both the reflection and absorption theories simultaneously to improve the sound attenuation performance of acoustic metamaterials. By arranging two-layer finite periodic of 5×5 proposed convex unit cells along x and y directions and separating them by an air cavity, a supercell named hybrid locally resonant acoustic metamaterials (HLRAM) baffle is designed. The band structures, transmission spectrum, and displacement vector fields are calculated employing the finite element method (FEM). In addition, vibration modes at the edges of stopbands are computed and carefully analyzed to determine the formation mechanism, mechanics/dynamic response, and dispersion features of stopbands. Meanwhile, sensitivity analyses have been conducted on the model to investigate the influence of material and geometry parameters on dispersion characteristics. Equivalent spring-mass analytic models are used to direct the modifications of structure and the adjustment of structural and material parameters in order to achieve a wide stopband with a low opening frequency. Thereby, the effective stiffness and mass values influencing the starting and cutoff frequencies are adjusted in a desirable manner. The results show that the structure can generate a wide stopband that covers the frequency range of 64.9-805.6Hz, allowing the structure to block incoming acoustic waves with 35.42 dB root mean square of noise attenuation (RMSNA) the given frequency range (0-1kHz). This study indicates that the HLRAM has a preponderance among conventional techniques as we can manipulate dispersion characteristics and the sound transmission loss (STL) based on the desired sound reduction level and shift stopbands to the intended frequency range. This can be achieved by altering cavity size, material, or geometry parameters.局部谐振声超材料(LRAM)因其局部谐振系统而成为有效的空间频率滤波器。然而,它们的阻带较窄,会增加主系统的重量,而且只能在调整频率范围内工作。本文提出了一种基于空腔和凸机制耦合的新型双目标 LRAM,利用了声学超材料的声屏障和声吸收类型的优点。本文首次提出并研究了空腔和凸结构的组合,它同时利用了反射和吸收理论来改善声学超材料的声音衰减性能。通过沿 x 和 y 方向排列两层 5×5 拟凸单元的有限周期,并用一个空腔将它们隔开,设计出了一种名为混合局部共振声超材料(HLRAM)障板的超级单元。利用有限元法(FEM)计算了频带结构、传输谱和位移矢量场。此外,还计算并仔细分析了止带边缘的振动模式,以确定止带的形成机理、力学/动态响应和频散特征。同时,还对模型进行了敏感性分析,以研究材料和几何参数对分散特性的影响。利用等效弹簧-质量分析模型来指导结构的修改以及结构和材料参数的调整,以实现低开启频率的宽阻带。因此,影响起始频率和截止频率的有效刚度和质量值得到了理想的调整。结果表明,该结构可以产生一个覆盖 64.9-805.6Hz 频率范围的宽阻带,从而在给定频率范围(0-1kHz)内以 35.42 dB 的噪声衰减均方根值(RMSNA)阻挡传入声波。这项研究表明,HLRAM 在传统技术中占有优势,因为我们可以根据所需的降噪水平来操纵频散特性和声音传输损耗(STL),并将阻带转移到预定的频率范围。这可以通过改变腔体尺寸、材料或几何参数来实现。An effective anisotropic visco-plastic model dedicated to high contrast ductile laminated microstructures: Application to lath martensite substructureV. Rezazadeh, F. Maresca, J.P.M. Hoefnagels, M.G.D. Geers, R.H.J. Peerlingsdoi:10.1016/j.ijsolstr.2024.112757专用于高对比度韧性层状微结构的有效各向异性粘弹性模型:板条马氏体亚结构的应用In particular types of layer- or lamellar-like microstructures such as pearlite and lath martensite, plastic slip occurs favorably in directions parallel to inter-lamellar boundaries. This may be due to the interplay between morphology and crystallographic orientation or, more generally, due to constraints imposed on the plastic slip due to the lamellar microstructural geometry. This paper proposes a micromechanics based, computationally efficient, scale independent model for a particular type of lamellar microstructures containing softer lamellae which are sufficiently thin to be considered as discrete slip planes embedded in a matrix representing the harder lamellae. Accordingly, the model is constructed as an isotropic visco-plastic model which is enriched with an additional orientation-dependent planar plastic deformation mechanism. This additional mode is activated when the applied load, projected on the direction of the soft films, induces a significant amount of shear stress. Otherwise, the plastic deformation is governed solely by the isotropic part of the model. The response of the proposed model is assessed via a comparison to an infinite periodic two-phase laminate. It is shown that the yielding of the model follows the same behavior as the reference model. The proposed model is highly anisotropic, and the degree of anisotropy depends on the contrast between the slip resistance of the planar mode versus that of the isotropic part. The framework is then applied to the substructure of lath martensite with thin films of inter-lath retained austenite, and exploited in a mesoscale simulation of a dual-phase steel microstructure. The results are compared with those of a standard isotropic model and a full crystal plasticity model which does not have the additional planar plastic mechanism. Predictions made with the proposed model show distinct differences compared with the crystal plasticity results, while keeping the computational cost comparable to that of the isotropic model – and significantly lower than that of the crystal plasticity simulation.在波来石和板条马氏体等特定类型的层状或片状微结构中,塑性滑移发生在平行于层间边界的方向上。这可能是由于形态和晶体取向之间的相互作用,或者更广泛地说,是由于层状微结构几何形状对塑性滑移的限制。本文提出了一种基于微观力学、计算效率高、规模独立的模型,适用于包含较软薄层的特殊类型片状微结构,这些薄层可被视为嵌入代表较硬薄层的矩阵中的离散滑移面。因此,该模型被构建为一个各向同性的粘弹性模型,并增加了一个取向相关的平面塑性变形机制。当施加在软薄膜方向上的载荷引起大量剪应力时,这种附加模式就会被激活。否则,塑性变形仅由模型的各向同性部分控制。通过与无限周期两相层压板的比较,对所提出模型的响应进行了评估。结果表明,模型的屈服行为与参考模型相同。所提出的模型具有高度各向异性,各向异性的程度取决于平面模式的滑移阻力与各向同性部分的滑移阻力之间的对比。然后将该框架应用于带有板条间残留奥氏体薄膜的板条马氏体子结构,并在双相钢微观结构的中尺度模拟中加以利用。模拟结果与标准各向同性模型和没有附加平面塑性机制的全晶塑性模型进行了比较。与晶体塑性结果相比,使用所提出的模型进行的预测结果显示出明显的差异,同时计算成本与各向同性模型相当,明显低于晶体塑性模拟。International Journal of PlasticityCrack nucleation and dislocation activities in titanium alloys with the strong transverse texture: insights for enhancing dwell fatigue resistanceRunchen Jia, Weidong Zeng, Zibo Zhao, Boning Wang, Hanwen Chen, Jianwei Xu, Qingjiang Wangdoi:10.1016/j.ijplas.2024.103938具有强横向纹理的钛合金中的裂纹成核和位错活动:增强驻留抗疲劳性的启示Cold dwell sensitivity of near α titanium alloys has posed a significant challenge to the engineering safety within the aerospace industry. However, there exists inconsistency regarding the critical facet formation mechanism between basal and prismatic nucleation. A key revelation in this paper is that the controversy surrounding the facet nucleation plane primarily arises from variations in texture: when the loading direction is parallel to the c-axis or at a 45 ° angle, it leads to basal plane cracking, whereas loading direction perpendicular to the c-axis results in prismatic plane cracking. What's more, a large anisotropy is observed in the dwell fatigue performance in descending order: rolling direction (RD) > transverse direction (TD) >45° direction. To be specific, the dwell fatigue life of RD specimens was 2 times and 4.07 times longer than that of TD and 45 ° specimens, which exhibits excellent dwell fatigue resistance. Furthermore, the high prismatic dislocation density near the facet of RD specimen was confirmed through the Transmission Electron Microscope (TEM) and Transmission Kikuchi Diffraction (TKD) map, which is evidenced that prismatic slips lead to higher strain hardening during cyclic loading. The basal plane of facet grain is generally parallel to the facet line, indicating that the elliptical facet developed by the transgranular fracture through basal plane. Twinning activation in hard grain to accommodate deformation in Ti60 alloy is firstly observed under dwell fatigue tests, which is a product of high stress level in the hard grain. This paper unveils the significant impact of texture on dwell fatigue resistance, offering novel insights into enhancing dwell fatigue performance through texture control.近 α 钛合金的冷停留敏感性对航空航天工业的工程安全提出了重大挑战。然而,关于基面成核和棱面成核之间的临界面形成机制存在着不一致。本文的一个重要发现是,围绕刻面成核平面的争议主要源于质地的变化:当加载方向平行于 c 轴或呈 45 ° 角时,会导致基面开裂,而垂直于 c 轴的加载方向则会导致棱面开裂。此外,在驻留疲劳性能方面还观察到了很大的各向异性,从大到小的顺序为:滚动方向(RD)>横向方向(TD)>45°方向。具体而言,RD 试样的驻留疲劳寿命分别是 TD 和 45° 试样的 2 倍和 4.07 倍,表现出优异的耐驻留疲劳性能。此外,透射电子显微镜(TEM)和透射菊池衍射(TKD)图证实,RD 试样刻面附近的棱柱位错密度较高,这证明棱柱滑移在循环加载过程中会导致较高的应变硬化。刻面晶粒的基底面一般与刻面线平行,表明椭圆刻面是通过基底面的跨晶断裂形成的。在驻留疲劳试验中,首次观察到在 Ti60 合金中硬质晶粒中激活孪晶以适应变形,这是硬质晶粒中高应力水平的产物。本文揭示了纹理对驻留疲劳抗性的重要影响,为通过纹理控制提高驻留疲劳性能提供了新的见解。Thin-Walled StructuresVibration transmission analyses of double-layer cylindrical shell with fully immersed elastic connections through experimental and analytical approachesAnbin Yu, Yinglong Zhao, Qihang Chen, Jian liu, Zhiwei Zhou, Xiaofei Caodoi:10.1016/j.tws.2024.111781通过实验和分析方法对具有全浸弹性连接的双层圆柱形壳体进行振动传播分析This paper investigates vibration transmission characteristics of the double-layer cylindrical shell with fully immersed elastic connections through experimental and analytical approaches. A test sample of the double-layer cylindrical shell connected by six vibration isolators is firstly manufactured and a forced vibration test is done with fully immersed interlayer. Meanwhile, a novel analytical approach is developed to calculate vibration responses of an unequal double-layer cylindrical shell with fully immersed elastic connections. The substructure receptance method and wave propagation method are combined in the coupling theoretical model. Springs are utilized to simulate elastic connections, that are considered as substructures. By comparing the achieved analytical and experimental vibration responses, good agreements are gained and the two approaches are demonstrated. Then the transmission characteristics are gradually analyzed with respect to the double-layer shell with elastic connections, double-layer shell with interlayer fluid and double-layer shell with fully immersed elastic connections. It is found that the interlayer water between the inner and outer shells plays a “short-circuit” role in vibration transmission, which greatly reduces the isolation performance of vibration isolators. Nevertheless, the fully immersed isolators with small stiffness still have the non-ignorable vibration isolation effect compared with the case of rigid connection.本文通过实验和分析方法研究了具有全浸弹性连接的双层圆柱形壳体的振动传输特性。首先制作了由六个隔振器连接的双层圆柱形壳体的试验样品,并对完全浸没的夹层进行了强迫振动试验。同时,还开发了一种新的分析方法来计算全浸弹性连接的不等双层圆柱形壳体的振动响应。在耦合理论模型中结合了下部结构接受法和波传播法。利用弹簧模拟弹性连接,将其视为子结构。通过比较所获得的分析和实验振动响应,两种方法获得了良好的一致性,并证明了这两种方法的有效性。然后逐步分析了带弹性连接的双层壳体、带层间流体的双层壳体和带全浸弹性连接的双层壳体的传动特性。结果发现,内外壳之间的夹层水在振动传递中起到了 "短路 "作用,大大降低了隔振器的隔振性能。尽管如此,与刚性连接相比,刚度较小的全浸没隔振器仍具有不可忽视的隔振效果。Crashworthiness Study of Multi-Tube Assemblies of Corrugated Spacer Tubes Based on the Height Difference Staggered Compensation MethodSuchao Xie, Guandi He, Jing Zhang, Lei He, Jiacheng Wang, Hui Zhoudoi:10.1016/j.tws.2024.111783 基于高差交错补偿法的波纹间隔管多管组件耐撞性研究To address the limitation of inflexible dimension parameters in thin-walled structures for ensuring energy absorption effectiveness, a design approach for a multi-tube combination of Corrugated Spacer Tubes (CST) based on a height difference staggered compensation method was proposed. The theoretical and finite element models of CST were established, and the accuracy of both models was validated through experiments. Based on the theoretical model, a design approach for the CST multi-tube combination was presented. By sequentially selecting the structural parameters of CST to induce stable and ordered circumferential deformation, consistent peak impact forces and equal intervals were ensured during axial compression. Subsequently, different CSTs with the same properties were distributed at different heights with offsets, causing the peak impact forces of different tubes to be uniformly distributed as designed within a folding wavelength, achieving a staggered compensation effect for overall smooth energy absorption. Building on this, six combination tubes were designed, and finite element models were established. The results indicate that compared to regular combination tubes, the load fluctuation of the height difference combination tubes was significantly reduced by approximately 80%, with no significant loss in energy absorption, specific energy absorption, or mean crushing force. Moreover, the initial peak impact force was also moderately reduced. Furthermore, as the wall thickness of the CST corrugated part increased, the specific energy absorption improved by 61.5% and 34.7%, while the load fluctuation remained consistently low, demonstrating the effectiveness of this method in separating and compensating for CST peak impact forces.为解决薄壁结构尺寸参数不灵活的问题,确保能量吸收效果,提出了一种基于高差交错补偿法的波纹间隔管(CST)多管组合设计方法。建立了 CST 的理论模型和有限元模型,并通过实验验证了两个模型的准确性。在理论模型的基础上,提出了 CST 多管组合的设计方法。通过依次选择 CST 的结构参数来诱导稳定有序的圆周变形,确保了轴向压缩过程中一致的峰值冲击力和相等的间隔。随后,将具有相同特性的不同 CST 分布在不同的高度,并相互偏移,使不同管材的峰值冲击力在折叠波长内按设计均匀分布,达到交错补偿的效果,从而实现整体能量的平稳吸收。在此基础上,设计了六种组合管,并建立了有限元模型。结果表明,与普通组合管相比,高差组合管的载荷波动明显降低了约 80%,能量吸收、比能量吸收和平均压溃力均无明显损失。此外,初始峰值冲击力也适度降低。此外,随着 CST 波纹部分壁厚的增加,比能量吸收分别提高了 61.5%和 34.7%,而载荷波动却始终保持在较低水平,这表明该方法在分离和补偿 CST 峰值冲击力方面非常有效。来源:复合材料力学仿真Composites FEM

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