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Automating the failure mode based partition of the failure envelope for tubes using unsupervised machine learning 使用无监督机器学习对管道的故障包络进行基于故障模式的自动划分
IF 3.8 3区 工程技术 Q1 MECHANICS Pub Date : 2025-11-17 DOI: 10.1016/j.ijsolstr.2025.113772
Ruoyu Sun , Nilesh D. Mankame , Girish Krishnan
Failure mode-based partitioning of the failure envelope of a structure can make the design process for optimal structures more efficient. However, partitioning the failure envelope is challenging for structures whose failure modes are not known a priori. We present a two-step algorithm that automates the failure mode-based partition of the failure envelope for a structure and demonstrate its capability using tubes with a circular cross section as canonical structural elements. The first step of the algorithm employs non-intrusive finite element analyses (FEA) to generate the structure’s failure envelope. The von Mises stress field at the onset of failure encapsulates critical information about the failure mode. We exploit this observation by using the stress field output by the first step of the algorithm as input for the second step. The second step of the algorithm uses clustering, an unsupervised machine learning technique, to partition the failure envelope based on the von Mises stress field at the onset of failure. We use the algorithm to generate partitions of the failure envelope for tubes with circular cross sections subjected to pure bending and three-point bending. In the pure bending case, where analytical results are available in the literature, the results from our algorithm show good agreement with analytical results. We provide practical guidelines for choosing suitable values for the various parameters and hyperparameters in the algorithm.
基于失效模式的结构失效包络划分可以提高结构优化设计的效率。然而,对于失效模式未知的结构,划分失效包络层是一项挑战。我们提出了一种两步算法,该算法自动划分基于失效模式的结构失效包络,并使用具有圆形截面的管作为典型结构元素来证明其能力。算法的第一步采用非侵入式有限元分析(FEA)生成结构的失效包络线。失效开始时的冯·米塞斯应力场包含了关于失效模式的关键信息。我们通过使用算法第一步的应力场输出作为第二步的输入来利用这一观察结果。该算法的第二步使用聚类,一种无监督机器学习技术,在故障开始时基于von Mises应力场划分故障包络。我们使用该算法生成了纯弯曲和三点弯曲的圆形截面管的失效包络线分区。在文献中已有分析结果的纯弯曲情况下,本文算法的结果与分析结果吻合良好。我们为算法中的各种参数和超参数选择合适的值提供了实用的指导。
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引用次数: 0
A microstructure-informed hyperelastic model for CNT-based polymer nanocomposites under large deformations 大变形下碳纳米管基聚合物纳米复合材料的微结构超弹性模型
IF 3.8 3区 工程技术 Q1 MECHANICS Pub Date : 2025-11-17 DOI: 10.1016/j.ijsolstr.2025.113779
Matteo Pelliciari, Stefano Sirotti, Angelo Marcello Tarantino
Modeling the mechanical response of carbon nanotube (CNT)-reinforced polymer nanocomposites (PNCs) under large deformations remains an open and complex challenge. Microstructural phenomena such as the formation of CNT agglomerates and the progressive detachment of CNTs from the polymer matrix significantly influence the macroscopic mechanical behavior, particularly in the nonlinear regime. These effects are further complicated by variability introduced during fabrication, which can significantly affect both internal morphology and mechanical performance. Despite progress in the field, a comprehensive hyperelastic model capable of capturing these phenomena and linking them to continuum-level response is still lacking. This work presents a physically motivated hyperelastic model informed by scanning electron microscopy (SEM) observations. The growth of agglomerates and the local increase in CNT concentration are incorporated using functions derived from underlying statistical distributions. The reinforcement contributions of CNTs in agglomerated and non-agglomerated regions are described by strain energy functions reflecting microstructural observations. Interfacial detachment is captured within the framework of continuous softening hyperelasticity, introducing critical strain invariants to define the onset of debonding. All model parameters retain a clear physical interpretation and can be directly estimated from SEM imaging, making the model fully predictive without requiring mechanical test data. To demonstrate practical applicability, the model is implemented in a finite element framework and validated against experimental simple tension and bending tests. Additionally, a simplified version of the model is proposed for cases where microstructural data are unavailable, following a more classical phenomenological approach in nonlinear mechanics. This formulation requires only stress–strain data for calibration and is shown to accurately reproduce experimental results from three independent datasets, confirming the effectiveness and versatility of the proposed approach.
模拟大变形下碳纳米管增强聚合物纳米复合材料(pnc)的力学响应仍然是一个开放和复杂的挑战。微观结构现象,如碳纳米管团聚体的形成和碳纳米管从聚合物基体上的逐渐脱离,显著影响宏观力学行为,特别是在非线性状态下。这些影响由于制造过程中引入的可变性而进一步复杂化,这可能会显著影响内部形态和机械性能。尽管该领域取得了进展,但仍然缺乏能够捕捉这些现象并将其与连续级响应联系起来的综合超弹性模型。这项工作提出了一个物理驱动的超弹性模型,通过扫描电子显微镜(SEM)观察。团块的增长和碳纳米管浓度的局部增加使用从基础统计分布中导出的函数进行合并。CNTs在聚集和非聚集区域的增强作用可以通过反映微观结构观察的应变能函数来描述。在连续软化超弹性的框架内捕获界面脱离,引入临界应变不变量来定义脱粘的开始。所有模型参数都保留了清晰的物理解释,可以直接从SEM成像中进行估计,使模型完全具有预测性,而不需要力学测试数据。为了证明该模型的实用性,在有限元框架中实现了该模型,并通过简单的拉伸和弯曲试验进行了验证。此外,在微观结构数据不可用的情况下,根据非线性力学中更经典的现象学方法,提出了模型的简化版本。该公式只需要应力应变数据进行校准,并且可以准确地再现来自三个独立数据集的实验结果,证实了所提出方法的有效性和通用性。
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引用次数: 0
Integrated nonlinear biomechanical modeling, topology optimization, and LPBF process simulation for customized mandibular fracture fixation plates 集成非线性生物力学建模、拓扑优化和LPBF过程仿真定制下颌骨骨折固定钢板
IF 3.8 3区 工程技术 Q1 MECHANICS Pub Date : 2025-11-17 DOI: 10.1016/j.ijsolstr.2025.113776
E.D.M. Santanna , C.T.M. Anflor , F.F.A.O. Nascimento
The main goal of this work relies on developing an optimal topology of a plate used in the fracture symphysis stabilization. The present numerical model was validated in a previous study. In that work, the mandibular structure was modeled with orthotropic mechanical properties, adopting a sub-region (multi-region) approach to account for the specificities of each anatomical part. Topology optimization was employed to minimize structural compliance and reduce the total mass of the plate, utilizing the Solid Isotropic Material with Penalization (SIMP) method while considering the anisotropic behavior of the Ti6Al4V alloy resulting from the additive manufacturing process. The resulting optimized geometry exhibits a non-uniform material distribution that compensates for the load path induced by the asymmetric facial distribution. Finite element analysis incorporated a detailed representation of the bone-implant-screw assembly, in which screws were modeled as cylindrical components with linear contact conditions at the bone-screw interface. Nonlinear contact formulations were applied to both the bone-plate and bone-bone fracture interfaces to accurately capture interfacial load transfer. In addition to the patient-specific optimized plate, the present study also included the biomechanical assessment of standard commercial fixation systems, including both single and double plate configurations, allowing a performance comparison. Additionally, a thermo-mechanical simulation of the Laser Powder Bed Fusion (LPBF) manufacturing process was conducted to evaluate residual stress, geometric distortion, and optimal build orientation, ensuring that the final implant satisfies both mechanical and manufacturing constraints. The results demonstrate that the optimized plate outperforms conventional commercial designs in terms of stiffness and load distribution, while achieving a significant mass reduction. This underscores the importance of integrating topology optimization with process-aware design strategies in the development of patient-specific implants.
这项工作的主要目标是开发用于骨折联合稳定的钢板的最佳拓扑结构。本文的数值模型在前人的研究中得到了验证。在这项工作中,下颌结构采用正交异性力学特性建模,采用子区域(多区域)方法来解释每个解剖部分的特异性。在考虑增材制造过程中Ti6Al4V合金的各向异性行为的同时,利用固体各向同性材料惩罚法(SIMP)进行拓扑优化,以最小化结构柔度并减小板的总质量。所得到的优化几何结构呈现出非均匀的材料分布,以补偿由不对称表面分布引起的负载路径。有限元分析结合了骨-种植体-螺钉组合的详细表示,其中螺钉被建模为在骨-螺钉界面处具有线性接触条件的圆柱形部件。将非线性接触公式应用于骨-板和骨-骨断裂界面,以准确捕捉界面载荷传递。除了针对患者的优化钢板外,本研究还包括标准商业固定系统的生物力学评估,包括单钢板和双钢板配置,以便进行性能比较。此外,对激光粉末床熔合(LPBF)制造过程进行了热力学模拟,以评估残余应力、几何畸变和最佳构建方向,确保最终植入物满足机械和制造约束。结果表明,优化后的板在刚度和载荷分布方面优于传统的商业设计,同时实现了显著的质量降低。这强调了将拓扑优化与过程感知设计策略集成在患者特定植入物开发中的重要性。
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引用次数: 0
Data-enabled configuration-dependent homogenization method for metamaterial structures incorporating boundary effects 结合边界效应的超材料结构的数据支持构型依赖均质化方法
IF 3.8 3区 工程技术 Q1 MECHANICS Pub Date : 2025-11-17 DOI: 10.1016/j.ijsolstr.2025.113766
Daming Nie , Shuo Li , Yu Zhang , Li Li
Pronounced size-dependent effective structural modulus has been experimentally observed in triply periodic minimal surface (TPMS) metamaterial structures. This size-dependent mechanical behavior aligns with the nonlocal strain gradient elasticity, which captures such size dependence by introducing the dimensional intrinsic parameters. This study aims to develop a data-enabled nonlocal strain-gradient homogenization (NSGH) method for efficient and accurate prediction and characterization of the performance of TPMS metamaterial structures. The physically consistent NSGH model was developed with the help of the lumped element model firstly. Then, the intrinsic parameters in the NSGH model can be rapidly calibrated online through the offline dataset constructed by the Gaussian Process Regression (GPR) method. The data-enabled NSGH method demonstrates accurate predictive capability for the size-dependent effective structural modulus of metamaterial structures, while maintaining efficiency. Finally, the excellent agreement between the NSGH method and experimental measurements provides compelling evidence for both the theoretical soundness and practical utility of the developed NSGH method in metamaterial structure performance prediction.
在三周期最小表面(TPMS)超材料结构中观察到明显的尺寸相关有效结构模量。这种尺寸依赖的力学行为与非局部应变梯度弹性一致,通过引入尺寸固有参数来捕获这种尺寸依赖。本研究旨在开发一种数据支持的非局部应变梯度均质化(NSGH)方法,用于高效准确地预测和表征TPMS超材料结构的性能。首先利用集总元模型建立了物理一致性的NSGH模型。然后,通过高斯过程回归(GPR)方法构建的离线数据集,可以快速在线校准NSGH模型中的固有参数。数据支持的NSGH方法在保持效率的同时,对超材料结构的尺寸相关有效结构模量具有准确的预测能力。最后,NSGH方法与实验测量结果的良好一致性为该方法在超材料结构性能预测中的理论合理性和实际应用提供了强有力的证据。
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引用次数: 0
Experimental investigation on the dynamic shear rupture of a novel high-strength and high-toughness steel subjected to high strain rate loading 一种新型高强高韧性钢在高应变率载荷作用下的动剪切断裂试验研究
IF 3.8 3区 工程技术 Q1 MECHANICS Pub Date : 2025-11-17 DOI: 10.1016/j.ijsolstr.2025.113771
Yifei Zhu , Xiyue Liu , Shulin Ren , Songyuan Liu , Zhigang Tao , Manchao He , Changyi Yu
Given the frequent occurrence of dynamic disasters in geotechnical engineering, there is an increasing demand for new materials capable of controlling such disasters. NPR steel (Negative Poisson’s Ratio steel), a novel high-strength and high-toughness steel, is indispensable in mitigating geotechnical engineering disasters. However, limited studies have examined the dynamic properties of NPR steel, particularly its dynamic shear characteristics. Therefore, this study conducts Split Hopkinson pressure bar dynamic shear tests on this material, with shear strain rates ranging from 3500 to 18,000 s−1. Comparing NPR steel with Q235, Q355, Q690, and Q960 steel indicates that NPR steel withstands higher and faster impact loads and absorbs more energy during damage. In addition, on the basis of the existing high strain rate tensile constitutive model, the parameters of the Johnson-Cook model are modified, which is more suitable for dynamic shear. The finite element analysis (FEA) results based on the modified J-C model were validated against experimental data by comparing strain signal curves, pulse propagation characteristics in the transmitter bar, and distributions of Von Mises stress and equivalent plastic strain within specimens. This comparison confirmed the reliability of laboratory tests and demonstrated that the modified J-C parameters accurately simulate shear test behavior.
由于岩土工程中动力灾害的频繁发生,对控制动力灾害的新型材料的需求日益增加。负泊松比钢是一种新型的高强度、高韧性钢,是缓解岩土工程灾害不可缺少的材料。然而,研究NPR钢的动态性能,特别是其动态剪切特性的研究有限。因此,本研究对该材料进行了劈裂霍普金森压杆动剪试验,剪切应变率为3500 ~ 18000 s−1。NPR钢与Q235、Q355、Q690和Q960钢的对比表明,NPR钢能承受更高更快的冲击载荷,在损伤过程中吸收更多的能量。此外,在现有高应变率拉伸本构模型的基础上,对Johnson-Cook模型的参数进行了修正,使其更适合动剪切。通过对比应变信号曲线、脉冲在发射杆内的传播特性以及试件内Von Mises应力和等效塑性应变的分布,验证了基于修正J-C模型的有限元分析结果与实验数据的一致性。通过对比验证了室内试验的可靠性,表明修正后的J-C参数能较好地模拟剪切试验行为。
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引用次数: 0
A unified analytic solution framework for buckling analysis of single-edge-cracked rectangular plates 单边裂纹矩形板屈曲分析的统一解析解框架
IF 3.8 3区 工程技术 Q1 MECHANICS Pub Date : 2025-11-15 DOI: 10.1016/j.ijsolstr.2025.113765
Yiming Chen, Dongqi An, Jinbao Li, Guangping Gong, Rui Li
Investigating the buckling behaviors of cracked plates carries substantial significance, since crack existence induces remarkable modifications to plate mechanical properties, potentially leading to significant degradation of structural load-carrying capability. This study develops a novel analytic solution framework that integrates the finite integral transform (FIT) method with an elementary domain decomposition strategy for solving buckling problems of single-edge-cracked rectangular thin plates. The through-thickness edge crack is modeled as an internal free boundary. The proposed framework exhibits universal applicability to plates with arbitrary combinations of simply supported, clamped, and free edges, and requires no assumptions regarding the form of the solutions throughout the derivation. The framework briefly comprises four key steps: decomposition of a single-edge-cracked plate into four elementary domains, followed by the application of a double cosine FIT to the governing equation of each domain; enforcement of all boundary and continuity conditions pertaining to Kirchhoff shear forces and rotations to eliminate a subset of the unknowns; substitution of inverse transforms into unapplied bending moment and deflection conditions to formulate the complete system of linear algebraic equations; determination of analytic solutions by solving the equations. Comprehensive buckling load/mode solutions of representative single-edge-cracked plates are presented as new benchmarks. A comparison of the solutions with other methods is conducted to validate the effectiveness of the FIT-based new solution framework. Utilizing the derived analytic solutions, a parametric study is conducted to quantitatively investigate the influences of boundary conditions, crack length ratio, crack location, and aspect ratio on the buckling behaviors.
研究裂纹板的屈曲行为具有重要意义,因为裂纹的存在会引起板力学性能的显著改变,从而可能导致结构承载能力的显著下降。本文提出了一种将有限积分变换(FIT)方法与初等域分解策略相结合的解析解框架,用于求解单边裂纹矩形薄板的屈曲问题。将全厚边缘裂纹建模为内部自由边界。所提出的框架具有普遍适用性,适用于简支、夹紧和自由边任意组合的板,并且在整个推导过程中不需要对解的形式进行假设。该框架简单地包括四个关键步骤:将单边裂纹板分解为四个基本域,然后对每个域的控制方程应用双余弦FIT;执行与基尔霍夫剪切力和旋转有关的所有边界和连续性条件,以消除子集的未知数;将逆变换代入未应用弯矩和挠度条件,形成完整的线性代数方程组;通过求解方程确定解析解。提出了代表性单边裂纹板屈曲载荷/模态的综合解作为新的基准。通过与其他方法的比较,验证了基于fit的新解框架的有效性。利用导出的解析解,进行了参数化研究,定量研究了边界条件、裂纹长度比、裂纹位置和展弦比对屈曲行为的影响。
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引用次数: 0
Numerical analysis of anisotropic plasticity and damage based on the inelastic predictor-elastic corrector method 基于非弹性预测-弹性校正法的各向异性塑性与损伤数值分析
IF 3.8 3区 工程技术 Q1 MECHANICS Pub Date : 2025-11-14 DOI: 10.1016/j.ijsolstr.2025.113770
Zhichao Wei , Sanjeev Koirala , Steffen Gerke , Michael Brünig
This paper addresses the numerical implementation algorithm for an advanced anisotropic plasticity and damage continuum model. The framework of the proposed theory is based on the introduction of effective undamaged configurations, where no damage occurs, and the damaged configurations that account for elastic–plastic deformation and damage. The anisotropic plastic behavior is characterized by the Hoffman yield condition. The onset of damage is defined by a combination of the first and second deviatoric stress invariants related to the growth and coalescence of micro-defects (micro-voids and micro-shear-cracks). A stress-state-dependent damage strain rate tensor is introduced to capture the damage evolution caused by tension- and shear-induced mechanisms. The constitutive rate equations are numerically integrated using an explicit inelastic (plastic or plastic-damage) predictor-elastic corrector method. The consistent tangent modulus is derived and used to ensure quadratic convergence in the global finite element method. Moreover, numerical calculations for various biaxial loading conditions, including shear- and tension-induced damage mechanisms, demonstrate the accuracy and efficiency of the numerical algorithm. Numerical results are compared with experimental data at both the global load–displacement curve and the local strain fields, measured using the digital image correlation (DIC) technique. Scanning electron microscopy (SEM) is employed to compare the numerically predicted damage mechanism by examining fracture surfaces.
本文研究了一种先进的各向异性塑性损伤连续体模型的数值实现算法。提出的理论框架是基于引入有效的未损伤构型,即不发生损伤,以及考虑弹塑性变形和损伤的损伤构型。各向异性塑性行为由Hoffman屈服条件表征。损伤的开始由与微缺陷(微孔洞和微剪切裂纹)的生长和合并相关的第一和第二偏应力不变量的组合来定义。引入应力状态相关的损伤应变率张量来捕捉由拉伸和剪切机制引起的损伤演化。采用显式非弹性(塑性或塑性损伤)预测-弹性校正方法对本构率方程进行数值积分。导出了一致切线模量,并将其用于保证全局有限元法的二次收敛性。此外,对各种双轴载荷条件下的数值计算,包括剪切和拉伸引起的损伤机制,证明了数值算法的准确性和有效性。采用数字图像相关(DIC)技术测量了整体载荷-位移曲线和局部应变场,并将数值结果与实验数据进行了比较。利用扫描电子显微镜(SEM)对断口表面的损伤机理进行了数值预测。
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引用次数: 0
Synergistic effects of stress state, temperature, and strain rate on fracture behavior of selective laser melted GH3625 superalloy 应力状态、温度和应变速率对选择性激光熔化GH3625高温合金断裂行为的协同影响
IF 3.8 3区 工程技术 Q1 MECHANICS Pub Date : 2025-11-14 DOI: 10.1016/j.ijsolstr.2025.113769
Binjie Wu , Jianjun Wang , Hongxu Guo , Heng Zhang , Xinyue Han , Xueyao Hu , Qiang Wang , Dan Zhao , Shengguo Ma , Zhiming Jiao , Zhihua Wang
Nickel-based superalloys, the main materials of hot-end components in aero-engine, are susceptible to failure under extreme operating conditions. Thus, a comprehensive understanding of the fracture behavior of nickel-based superalloys is necessary. Herein, the GH3625 superalloy commonly used in hot-end components was fabricated via selective laser melting additive manufacturing to systematically examine its fracture behavior. Different specimen types were specifically designed and fabricated to perform tests at diverse strain rates and temperatures, with the aim of systematically analyzing the synergistic effects of stress states, strain rates, and temperatures on fracture behavior. Based on a hybrid experimental/numerical method, the stress triaxiality, Lode parameter and fracture strain for all tests were comprehensively determined. It is found that the fracture strain exhibits a non-monotonic trend with the increasing stress triaxiality and temperature, while it linearly decreases with the increasing strain rate. Microstructural evolution and fracture morphology were analyzed at various loading conditions, illuminating the correlation between microstructure and fracture response. Combining experimental and numerical results, a novel multivariate synergistic fracture criterion incorporating stress triaxiality, Lode parameter, strain rate, and temperature was developed. This criterion was able to accurately characterize the complex synergistic effects of stress state, strain rate, and temperature on the fracture behavior.
镍基高温合金是航空发动机热端部件的主要材料,在极端工况下容易发生失效。因此,全面了解镍基高温合金的断裂行为是必要的。采用选择性激光熔融增材制造方法制备热端部件常用的GH3625高温合金,系统研究其断裂行为。为了系统分析应力状态、应变速率和温度对断裂行为的协同效应,专门设计和制作了不同类型的试样,在不同的应变速率和温度下进行试验。采用实验与数值混合的方法,综合确定了各试验的应力三轴性、Lode参数和断裂应变。结果表明,断裂应变随应力三轴性和温度的增加呈非单调趋势,随应变速率的增加呈线性减小;分析了不同加载条件下的微观组织演变和断口形貌,阐明了微观组织与断裂响应的关系。结合实验和数值结果,提出了一种考虑应力三轴性、Lode参数、应变速率和温度的多元协同断裂准则。该准则能够准确表征应力状态、应变速率和温度对断裂行为的复杂协同效应。
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引用次数: 0
Closed-form solutions for contact pressure distribution generated by 2D rough profiles 二维粗轮廓接触压力分布的闭式解
IF 3.8 3区 工程技术 Q1 MECHANICS Pub Date : 2025-11-12 DOI: 10.1016/j.ijsolstr.2025.113740
Abdellah Marzoug , Thibaut Chaise , Ida Raoult , William Ye , Arnaud Duval , Daniel Nelias
This study investigates the influence of surface roughness on contact mechanics, addressing the limitations of existing models that often rely on idealized and symmetric asperity shapes. We introduce a generalized representation of asperity geometries, including non-symmetric profiles, to better capture the diversity of surface characteristics encountered in real-world applications.
By applying this parametric asperity model, we perform numerical simulations to analyze the impact of different parameters on contact behavior, effectively identifying various interaction regimes. The analysis is based on the assumption of elastic contact and focuses on two-dimensional roughness profiles characterized by surfaces that remain invariant along the axis orthogonal to the rolling direction. This approach effectively simulates geometries that display sufficient invariance along this axis, thereby representing realistic asperities in the form of streaks.
Our theoretical framework quantifies the resulting analytical pressure distribution as a function of both geometric and mechanical parameters of the generalized asperities. By accommodating non-symmetric asperity geometries, our approach enhances model accuracy while significantly reducing computational time and resource requirements compared to traditional numerical methods.
本研究探讨了表面粗糙度对接触力学的影响,解决了现有模型的局限性,这些模型通常依赖于理想化和对称的粗糙形状。我们介绍了粗糙几何形状的广义表示,包括非对称轮廓,以更好地捕捉实际应用中遇到的表面特征的多样性。通过应用该参数模型,我们进行了数值模拟,分析了不同参数对接触行为的影响,有效地识别了不同的相互作用机制。该分析基于弹性接触的假设,并侧重于二维粗糙度轮廓,其特征是表面沿与滚动方向正交的轴保持不变。这种方法有效地模拟了沿此轴显示足够不变性的几何形状,从而以条纹的形式表示现实的凸起。我们的理论框架量化了由此产生的分析压力分布作为广义凸起的几何和力学参数的函数。通过适应非对称的粗糙几何,我们的方法提高了模型精度,同时与传统的数值方法相比显着减少了计算时间和资源需求。
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引用次数: 0
Optimization of sandwich plate with re-entrant auxetic core for improved performance under transverse impact loads 为提高横向冲击载荷下的性能,夹层板的再入式辅助芯的优化设计
IF 3.8 3区 工程技术 Q1 MECHANICS Pub Date : 2025-11-11 DOI: 10.1016/j.ijsolstr.2025.113764
Rahul Reddy Gajjala, Prasun Jana
The present study utilizes parametric optimization of the re-entrant auxetic core of a sandwich plate to enhance its performance against transverse impact loads. The optimization is performed by coupling finite element analysis with the genetic algorithm optimization scheme, keeping the material volume of the structure constant. Effective material properties of the re-entrant unit cell that are calculated using a representative volume element become input to the finite element formulation for predicting the macroscopic response of the sandwich structure. A 9-noded quadrilateral element is used to capture the curvature of the plate accurately, while the plate’s kinematics are defined using first-order shear deformation theory. The finite element formulation is validated with the published literature to verify its accuracy. The adopted finite element-based optimization study results in significantly different optimal configurations of the re-entrant sandwich structures for various cases considered in the study. These optimal configurations show a substantial improvement in the macroscopic response when compared with some randomly chosen configurations. To prove the authenticity of the optimization results, a simple experiment is performed, which demonstrates an excellent correlation. Thus, the present article encapsulates a scientific method to arrive at efficient designs for the re-entrant auxetic sandwich structures, which will have potential applications in engineering fields.
为了提高夹层板抗横向冲击载荷的性能,本研究采用参数优化的方法对夹层板的再入式辅助芯进行了优化。在保持结构材料体积不变的情况下,采用有限元分析与遗传算法耦合优化方案进行优化。使用代表性体积元计算的可重入单元格的有效材料特性,将输入到用于预测夹层结构宏观响应的有限元公式中。采用9节点四边形单元精确捕捉板的曲率,采用一阶剪切变形理论定义板的运动学。用已发表的文献对有限元公式进行了验证,以验证其准确性。所采用的基于有限元的优化研究结果表明,在研究中考虑的各种情况下,可重入夹层结构的最优构型存在显著差异。与一些随机选择的构型相比,这些最优构型在宏观响应方面表现出明显的改善。为了证明优化结果的真实性,进行了简单的实验,证明了良好的相关性。因此,本文总结了一种科学的方法,以达到有效的设计再入式减力夹层结构,这将有潜在的应用在工程领域。
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引用次数: 0
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International Journal of Solids and Structures
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