首页/文章/ 详情

【新文速递】2024年9月28日固体力学SCI期刊最新文章

13小时前浏览24

 

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

International Journal of Plasticity

Yield surface of multi-directional gradient lattices with octet architectures

Lei Yue, Hu Liu, Zhengqiang Cheng, Qianhua Kan, Guozheng Kang

doi:10.1016/j.ijplas.2024.104140

具有八元结构的多向梯度晶格的屈服面

In this paper, a theoretical method is developed to delineate the effective elastic properties and yield surface of the gradient cellular structure. Additionally, a technique is presented for the construction of multi-directional gradient lattices, and two novel tri-directional gradient lattices (TD-GLs) by assembling octet unit cells with side lengths following specified gradient topological parameters serve as an illustrative example. Their effective elastic properties and yield surfaces are systematically investigated with the aid of theoretical, experimental, and finite element methods. It is found that the effective elastic modulus of the proposed TD-GLs exceeds by 48.80% as compared to that of conventional uniform octet lattices. Moreover, the normalized yield surfaces are proposed to emphasize the predominant role of structural topological features by eliminating the influence of the relative density on the yield behavior of TD-GLs, and this method that also can be extrapolated to other tension-dominated lattices. Subsequently, a theoretical model is developed to establish closed-form yield functions for characterizing the yield behavior of TD-GLs. The predicted yield surfaces from the proposed theoretical model demonstrate good agreement with the simulated results. Finally, the proposed TD-GLs demonstrate outstanding yield performance in various directions deviating from their orthogonal principal axes or planes, compared to lattices with uni- or dual-directional gradient topological configurations. In summary, the proposed multi-directional gradient lattices in this study exhibit the exceptional stiffness and outstanding yield performance in various directions, offering valuable insights for the structural design and engineering applications of lattice structures.

本文提出了一种描述梯度胞状结构有效弹性特性和屈服面的理论方法。此外,提出了一种构建多向梯度晶格的技术,并以两种新型的三向梯度晶格(TD-GLs)为例,该技术通过组装具有特定梯度拓扑参数的八元单元格的边长来实现。利用理论、实验和有限元方法系统地研究了它们的有效弹性特性和屈服面。结果表明,与传统的均匀八方晶格相比,TD-GLs的有效弹性模量提高了48.80%。此外,通过消除相对密度对TD-GLs屈服行为的影响,提出了归一化屈服曲面来强调结构拓扑特征的主导作用,并且这种方法也可以外推到其他张力主导的晶格中。随后,建立了理论模型,建立了表征TD-GLs屈服行为的封闭屈服函数。理论模型预测的屈服面与模拟结果吻合较好。最后,与具有单向或双向梯度拓扑结构的晶格相比,所提出的TD-GLs在偏离其正交主轴或平面的各个方向上都表现出出色的良率性能。综上所述,本研究提出的多向梯度晶格在各个方向上都表现出优异的刚度和屈服性能,为晶格结构的结构设计和工程应用提供了有价值的见解。


Thin-Walled Structures

Analytical models for predicting the moment‒rotation relationships of steel hub joints with bolted steel side plates in single-layer wood reticulated domes

Shiguang Li, Xiaoting Wang, Hongliang Qian, Shuang Niu

doi:10.1016/j.tws.2024.112480

单层木网穹顶钢轮毂侧板螺栓连接力矩-转动关系预测分析模型

A very popular and efficient pattern of joints adopted for wood reticulated domes is steel hub joints featuring end-bearing and bolt-connected wood members (EBBC joints). This type of joint shows clear semi-rigidity, which affects the rigidity and overall stability of the structures. This study developed analytical models for predicting the moment‒rotation curves of EBBC joints, considering the effect of axial compression. Specifically, two models termed the WR and WEP models, were developed assuming rigid and elastic-plastic constitutive behaviour, respectively, of the wood in the compression zone of the joint. A tri-linear model for the lateral force-slip relationship of bolt connections was derived. A formula for calculating the deformation modulus and predicting the shear failure of wood members under local compression was proposed and verified. The moment–rotation relationship of the joint was established with equilibrium and compatibility conditions. The accuracy of the analytical models was verified by comparison with a series of experimental results as well as the parametric study results obtained using a refined finite element model. It was revealed that both the WR and the WEP models can predict the moment–rotation relationships accurately for joints without axial compression, whereas for the case of non-negligible axial compression loads, the WEP model offers more accurate predictions. The analytical WEP model proposed in the current paper provides a versatile tool for general design practice to predict moment–rotation curves for traditional or novel EBBC joints.

木网穹顶采用的一种非常流行和高效的连接方式是端部承重和螺栓连接木构件的钢轮毂连接(EBBC连接)。这种类型的节点表现出明显的半刚性,影响结构的刚度和整体稳定性。本研究建立了考虑轴向压缩影响的EBBC节点弯矩-旋转曲线的分析模型。具体来说,两个模型称为WR和WEP模型,分别假设木材在节点压缩区的刚性和弹塑性本构行为。建立了螺栓连接侧力-滑移关系的三线性模型。提出并验证了局部受压下木构件的变形模量计算及剪切破坏预测公式。在平衡条件和协调条件下,建立了关节的矩转关系。通过与一系列试验结果的对比以及采用精化有限元模型得到的参数化研究结果,验证了解析模型的准确性。结果表明,WR模型和WEP模型均能准确预测无轴压情况下节点的矩转关系,而对于不可忽略的轴压荷载情况,WEP模型的预测更为准确。本文提出的解析WEP模型为一般设计实践预测传统或新型EBBC关节的力矩-旋转曲线提供了一种通用工具。


Analysis of dynamic modeling and power flow of ABH laminated composite thin beam with elastic boundaries

Daxiang Jiang, Yuhao Zhao, Rongshen Guo, Mingfei Chen

doi:10.1016/j.tws.2024.112485

具有弹性边界的ABH层合复合材料薄梁动态建模及功率流分析

To investigate the energy distribution characteristics of a laminated structure with an acoustic black hole (ABH), this study introduces the dynamic modeling and power flow analysis of an ABH laminated thin beam (ABH laminated beam) with elastic boundary conditions for the first time. ABH profile is defined by a power function in the dynamic modeling process. Utilizing the Euler-Bernoulli beam theory, the constitutive equation of ABH laminated beams is formulated by using the isogeometric method. Three sets of artificial springs are employed to replicate the elastic boundary conditions, incorporating the potential energy of the springs. Subsequently, the dynamic model of the ABH laminated beam is developed by solving the Lagrange equation concerning the total energy within the uniform region, ABH region, and boundary. Through numerical examples, the convergence and accuracy of the proposed modeling approach are validated by comparing the results with those obtained from COMSOL Multiphysics and experimental data. The analysis of power flow and structural intensity elucidates the energy propagation behavior in ABH laminated beams and the underlying mechanism of the ABH effect. The results demonstrate that the ABH laminated beam displays remarkable absorption and dissipation characteristics, introducing a new perspective for the design and application of ABH structures.

为了研究声黑洞层合结构(ABH)的能量分布特性,本文首次对具有弹性边界条件的ABH层合薄梁(ABH laminated beam)进行了动力学建模和功率流分析。在动态建模过程中,通过幂函数定义ABH剖面。利用欧拉-伯努利梁理论,采用等几何方法建立了ABH层合梁的本构方程。采用三组人工弹簧来模拟弹性边界条件,并考虑弹簧的势能。随后,通过求解关于均匀区、ABH区和边界内总能量的拉格朗日方程,建立了ABH层合梁的动力模型。通过数值算例,将模拟结果与COMSOL Multiphysics计算结果和实验数据进行比较,验证了该方法的收敛性和准确性。功率流和结构强度分析阐明了ABH层合梁的能量传播特性和ABH效应的潜在机制。结果表明,ABH叠合梁具有显著的吸散特性,为ABH结构的设计和应用提供了新的思路。


Post-fire flexural buckling and resistances of square recycled aggregate concrete-filled stainless steel tube (RACFSST) columns

Ziyi Wang, Yukai Zhong, Andi Su, Meini Su, Ou Zhao

doi:10.1016/j.tws.2024.112490

方形再生骨料不锈钢管混凝土柱的火灾后弯曲屈曲和抗力

The flexural buckling behaviour and residual resistances of square recycled aggregate concrete-filled stainless steel tube (RACFSST) columns after exposure to fire are studied in this paper, based on experiments and numerical modelling. Twelve column specimens, fabricated from concretes with three recycled coarse aggregate replacement ratios (0%, 35% and 70%), were tested after exposure to the ISO 834 standard fire for 0 min (i.e. at ambient temperature), 15 min, 30 min and 45 min. The experimental investigation included heating of specimens, cylinder tests as well as post-fire initial global geometric imperfection measurements, tensile coupon tests and pin-ended column tests. The test setups, procedures and results were fully reported and the ductility indices, lateral deflection distributions and longitudinal strains were discussed and analysed. A numerical investigation was afterwards carried out, where the test results were used to validate thermal and mechanical finite element models; upon validation, parametric studies were conducted to expand the test data bank over a wider range of cross-section dimensions and member lengths. On the basis of the test and numerical data, the relevant design rules for square natural aggregate concrete-filled carbon steel tube columns at ambient temperature, as set out in the European code, Australian/New Zealand standard and American specification, were assessed, using post-fire material properties, for their applicability to square RACFSST columns after exposure to fire. It was found from the assessment results that the three design codes resulted in overall accurate and consistent post-fire flexural buckling resistance predictions but some were unsafe.

基于实验和数值模拟,研究了方形再生骨料不锈钢管混凝土柱在火灾作用下的屈曲屈曲行为和残余抗力。采用三种再生粗骨料替代率(0%、35%和70%)的混凝土制成的12个柱状试件,在ISO 834标准火灾中暴露0分钟(即在环境温度下)、15分钟、30分钟和45分钟后进行了测试。实验研究包括试样加热、圆柱体测试、火灾后初始整体几何缺陷测量、拉伸接头测试和销端柱测试。全面报道了试验的设置、步骤和结果,并对延性指标、横向挠度分布和纵向应变进行了讨论和分析。随后进行了数值研究,其中测试结果用于验证热和机械有限元模型;在验证后,进行了参数化研究,以在更大范围的截面尺寸和构件长度上扩展测试数据库。在试验和数值数据的基础上,对欧洲规范、澳大利亚/新西兰标准和美国规范中关于环境温度下方形天然骨料钢管混凝土柱的相关设计规则进行了评估,以火灾后材料性能为标准,对火灾后方形RACFSST柱的适用性进行了评估。从评估结果中发现,这三种设计规范对火灾后抗弯屈曲抗力的预测总体上是准确和一致的,但有些是不安全的。


Low-velocity impact response and damage mechanism of cosine function cell-based lattice core sandwich panels

Guohua Zhu, Haoqian Ren, Zhen Wang, Lulu Wei, Xuan Zhao

doi:10.1016/j.tws.2024.112499

基于余弦函数单元格芯夹层板的低速冲击响应及损伤机理

This study aims to investigate the impact response and damage mechanism of cosine-function cell-based (CFCB) lattice core sandwich panels. Several low-velocity impact tests were conducted to explore their advantages in impact resistance by comparing them with traditional body-centered cubic (BCC) lattice-core sandwich panels. The impact response and deformation patterns of CFCB lattice core sandwich panels with two different faceplate materials (aluminum alloy and carbon fiber reinforced plastic composite) were experimentally investigated. The CFCB lattice core sandwich panels exhibited higher impact resistance and energy absorption capacity than their BCC lattice core counterparts. Furthermore, sandwich panels with aluminum alloy faceplates provided better impact resistance capacity than those with CFRP faceplates. Subsequently, several numerical models were developed to explore the deformation mechanisms and energy absorption characteristics of CFCB lattice core sandwich panels. In addition, the effects of the core structural parameters on mechanical performance were numerically investigated. Results indicated that increasing the cell rod diameter and/or reducing the cosine period length could decrease the indentation depth and enhance crush force efficiency. Finally, based on the principle of minimum potential energy, a theoretical model was developed to predict the initial peak load of CFCB lattice core sandwich panels with isotropic faceplates. This study aimed to explore the impact response and provide design guidance for CFCB lattice core sandwich panels.

本研究旨在探讨基于余弦函数单元格(CFCB)的点阵芯夹层板的冲击响应及损伤机理。通过与传统体心立方(BCC)格芯夹层板的对比,进行了多次低速冲击试验,探索其抗冲击性能的优势。实验研究了两种面板材料(铝合金和碳纤维增强塑料复合材料)对CFCB格芯夹芯板的冲击响应和变形规律。CFCB格芯夹层板的抗冲击性能和吸能能力均优于BCC格芯夹层板。此外,铝合金面板夹层板的抗冲击能力优于CFRP面板夹层板。随后,建立了几个数值模型来探讨CFCB晶格芯夹芯板的变形机理和吸能特性。此外,数值研究了芯材结构参数对力学性能的影响。结果表明,增大胞棒直径和/或减小余弦周期长度可以减小压痕深度,提高压痕效率。最后,基于最小势能原理,建立了预测各向同性面板的CFCB格子芯夹层板初始峰值荷载的理论模型。本研究旨在探讨CFCB格芯夹层板的冲击响应,为其设计提供指导。


Triaxial Hybrid Simulation and Cyclic Tests of Full-Scale Circular Steel Tube Columns

Baofeng Huang, Xiangfei Zhang, Yurong Guo, Yan Xiao

doi:10.1016/j.tws.2024.112501

圆钢管柱全尺寸三轴混合仿真及循环试验

Circular steel tube (CST) columns are fundamental structural components of infrastructure such as buildings and bridges. Although extensive experimental and analytical studies have been conducted to investigate their seismic performance, full-scale three-dimensional (3D) loading tests of CST columns have rarely been reported owing to the limitations of experimental facilities. In this study, an effective 3D multi-use structural testing (3D-MUST) system was employed to fill this gap. Three full-scale CST columns with and without concrete infill were fabricated for cyclic and hybrid simulation (HS) tests. The finite element models of the three columns were constructed using a commercial software package. In the cyclic tests, the presence of concrete in the CST delayed the buckling damage at the ends of the column. In the HS tests, the concrete-filled CST column was visually intact during the excitation of the original earthquake motion. The nonlinear behavior was more apparent in the enlarged excitations until buckling failure occurred at the ends of the column. The experimental and numerical results were generally in agreement. The experimental amplitudes of the bending moments were underestimated using the code provisions for earthquake excitations. An identical trend was observed in the interactive curve of the cyclic test, in which the bending moment occasionally exceeded that of the HS with the original earthquake motion.

圆钢管柱是建筑物、桥梁等基础设施的基本构件。尽管已经进行了广泛的实验和分析研究来调查其抗震性能,但由于实验设施的限制,CST柱的全尺寸三维(3D)加载试验很少被报道。在本研究中,采用了一种有效的3D多用途结构测试(3D- must)系统来填补这一空白。分别制作了3根带和不带混凝土填充的全尺寸CST柱进行循环和混合模拟(HS)试验。利用商业软件包建立了三柱的有限元模型。在循环试验中,混凝土的存在延缓了柱端屈曲损伤。在HS试验中,CST混凝土柱在原地震运动的激励下视觉上是完整的。在柱端发生屈曲破坏之前,在较大的激励下,非线性行为更为明显。实验结果与数值结果基本一致。利用地震激励规范的规定低估了弯矩的实验幅值。在循环试验的相互作用曲线中也观察到相同的趋势,其中弯矩偶尔会超过具有原始地震运动的HS。



来源:复合材料力学仿真Composites FEM
ACTMechanicalSystemDeformComsol复合材料非线性通用建筑理论材料试验曲面螺栓
著作权归作者所有,欢迎分享,未经许可,不得转载
首次发布时间:2024-11-27
最近编辑:13小时前
Tansu
签名征集中
获赞 5粉丝 0文章 776课程 0
点赞
收藏
作者推荐

【新文速递】2024年11月25日固体力学SCI期刊最新文章

今日更新:International Journal of Solids and Structures 1 篇,Journal of the Mechanics and Physics of Solids 3 篇,International Journal of Plasticity 2 篇,Thin-Walled Structures 4 篇International Journal of Solids and StructuresCharacterizing and modeling the wide strain rate range behavior of air-filled open-cell polymeric foamXinghao Wang, Zhibo Du, Jiarui Zhang, Yue Kang, Chenxu Liu, Tian Ma, Zhanli Liudoi:10.1016/j.ijsolstr.2024.113155充气开孔聚合物泡沫的宽应变速率范围特性表征与建模Air-filled open-cell polymeric foams are widely used for absorbing impact energy under various strain rates. Modeling their compression behavior under large deformation across a wide strain rate range remains a challenge, as the air pressure is dominated by viscous effect or inertial effect at different strain rates. In this study, the compression response of air-filled open-cell polyurethane (PU) foam is characterized across a wide strain rate range from 0.0001 s−1 to 5000 s−1. The plateau stress and energy absorption properties of the foam exhibit a power-law dependency on strain rate, showing lower rate sensitivity at quasi-static rates and increased sensitivity at high strain rates. To describe the observed rate sensitivity variation, the effect of airflow resistance is quantitatively modeled and a visco-hyperelastic constitutive model considering air pressure is developed. It shows that at high strain rates, the air pressure can constitute up to 30 % of the energy absorption contribution while it is relatively negligible at quasi-static strain rates, which significantly amplifies the difference in rate sensitivity between quasi-static and high strain rates. Furthermore, a simplified semi-empirical formula is proposed to rapidly estimate the air pressure in open-cell foams at high strain rates. This formula demonstrates the mechanical response transition from open-cell to closed-cell foams with increasing strain rates. This study is meaningful for understanding the dynamic response and the energy absorption capabilities of air or fluid filled open-cell foam.充气开孔泡沫塑料被广泛用于吸收不同应变速率下的冲击能。由于在不同应变率下,空气压力主要受粘性效应或惯性效应的影响,因此在大变形、宽应变率范围内对其压缩行为进行建模仍然是一个挑战。在这项研究中,充气开孔聚氨酯(PU)泡沫的压缩响应特征是在0.0001 s−1到5000 s−1的宽应变率范围内。泡沫的平台应力和能量吸收性能与应变速率呈幂律关系,在准静态速率下表现出较低的速率敏感性,在高应变速率下表现出较高的灵敏度。为了描述观测到的速率敏感性变化,对气流阻力的影响进行了定量建模,并建立了考虑气压的粘-超弹性本构模型。结果表明,在高应变率下,空气压力可占能量吸收贡献的30% %,而在准静态应变率下,空气压力相对可以忽略不计,这显著放大了准静态应变率与高应变率之间的速率灵敏度差异。此外,提出了一种简化的半经验公式来快速估计高应变率下开孔泡沫内的空气压力。该公式显示了随应变速率的增加,从开孔泡沫到闭孔泡沫的力学响应转变。本研究对了解空气或流体填充开孔泡沫的动态响应和吸能能力具有重要意义。Journal of the Mechanics and Physics of SolidsModeling direct and converse flexoelectricity in soft dielectric rods with application to the follower loadPushkar Mishra, Prakhar Guptadoi:10.1016/j.jmps.2024.105956软介质杆的正、反挠性电建模,并应用于从动器负载Dielectric rods have been employed in various electromechanical applications, including energy harvesters and sensors. This paper develops a general framework to model large deformations in dielectric rods, considering both direct and converse flexoelectric effects. Initially, we derive the governing differential equations for a three-dimensional dielectric continuum solid to model large deformations, incorporating converse flexoelectricity. Then, we derive the equilibrium equations for the flexoelectric strain-gradient special Cosserat rod. Subsequently, we establish its constitutive relations and identify the corresponding work conjugates. To solve these governing differential equations numerically, we implement a quaternion-based numerical approach and obtain flexoelectricity-based solutions corresponding to the follower load. Moreover using these constitutive relations, we have also obtained nonlinear analytical solutions for bending under the follower load that show an excellent agreement with our numerical results. Bending under the follower load is also compared with the transverse load to understand the electric field generation. Unlike, under the application of the transverse load, where the electric field increases monotonically, for the follower load, the electric field gradually switches its sign. The role of direct and converse flexoelectric coefficients has also been examined, and several interesting conclusions have been drawn. Finally, we analyze the effect of mechanical and electrical length scale parameters. The electromechanical response from the follower load can be utilized to fabricate flexoelectric sensors for nanoelectromechanical systems.介电棒已用于各种机电应用,包括能量采集器和传感器。本文发展了一个通用的框架来模拟在介质棒的大变形,同时考虑了直接和反向挠曲电效应。首先,我们推导了三维介质连续体的控制微分方程来模拟大变形,包括反向挠性电。在此基础上,推导了挠曲电应变梯度特殊Cosserat棒的平衡方程。然后,建立了它的本构关系,并确定了相应的功共轭。为了对这些控制微分方程进行数值求解,我们实现了基于四元数的数值方法,并得到了对应于从动器负载的基于柔性电的解。此外,利用这些本构关系,我们还得到了从动件载荷作用下弯曲的非线性解析解,与数值结果非常吻合。并将从动载荷下的弯曲与横向载荷进行了比较,以了解电场的产生情况。与横向负载作用下电场单调增大不同,随动负载作用下电场逐渐变换符号。本文还研究了正挠曲电系数和反挠曲电系数的作用,得出了几个有趣的结论。最后,分析了机械和电气长度尺度参数的影响。从动件负载的机电响应可用于制造纳米机电系统的柔性电传感器。Modeling spider silk supercontraction as a hydration-driven solid-solid phase transitionVincenzo Fazio, Giuseppe Florio, Nicola Maria Pugno, Giuseppe Puglisidoi:10.1016/j.jmps.2024.105959蜘蛛丝超收缩模型为水合作用驱动的固-固相变Spider silks have attracted significant interest due to their exceptional mechanical properties, which include a unique combination of high strength, ultimate strain, and toughness. A notable characteristic of spider silk, still debated from both mechanical and functional viewpoints, is supercontraction–a pronounced contraction of up to half its original length when an unconstrained silk thread is exposed to a wet environment. We propose a predictive model for the hygro-thermo-mechanical behavior of spider silks, conceptualizing this phenomenon as a solid–solid phase transition, similar to the glass transition in rubber, but driven by humidity. As wetting increases, the system undergoes a transition, at the network scale, from a hard, highly crystalline, dry state–where the material behavior is governed by stiff chains elongated along the fiber axis–to a soft, amorphous, wet state, regulated by a rubber-like response. We model these states using a two-well free energy function dependent on molecular stretch, with transition energy modulated by humidity. Based on the methods of Statistical Mechanics, we deduce that supercontraction can be interpreted as a solid–solid phase transition. We elucidate the important role of thermal fluctuations. In particular, the decrease of the critical humidity needed for supercontraction as temperature grows results as an effect of entropic stabilization of the softer rubbery phase. Our model quantitatively predicts the observed experimental behavior, capturing the temperature dependence of humidity-induced supercontraction effects and related cooperative properties.蜘蛛丝由于其特殊的机械性能而引起了极大的兴趣,其中包括高强度,极限应变和韧性的独特组合。蜘蛛丝的一个显著特征是超收缩——当一根不受约束的丝线暴露在潮湿的环境中时,它会明显收缩到原来长度的一半,这在机械和功能上都存在争议。我们提出了蜘蛛丝的湿-热-机械行为的预测模型,将这种现象概念化为固体-固体相变,类似于橡胶中的玻璃相变,但由湿度驱动。随着润湿度的增加,系统在网络尺度上经历了一个转变,从坚硬的、高度结晶的干燥状态(材料的行为由沿着纤维轴拉长的硬链控制)到柔软的、无定形的、潮湿状态(由橡胶样的响应调节)。我们使用依赖于分子拉伸的双阱自由能函数来模拟这些状态,过渡能由湿度调节。根据统计力学的方法,我们推导出超收缩可以解释为一种固-固相变。我们阐明了热波动的重要作用。特别是,随着温度的升高,超收缩所需的临界湿度降低,这是软橡胶相熵稳定的结果。我们的模型定量地预测了观察到的实验行为,捕捉了湿度诱导的超收缩效应和相关的协同特性的温度依赖性。Multi-scale modeling of hydrogel-based concrete formed under the ambient environment and the extremely harsh environment of MarsNing Liu, Tianju Xue, Jishen Qiudoi:10.1016/j.jmps.2024.105969在环境和火星极端恶劣环境下形成的水凝胶混凝土的多尺度建模Hydrogel-based concretes (HBCs) are an emerging class of load-bearing composite materials consisting of inert particles joined together by micro-hydrogel joints. As HBCs can harden via sol-gel process and H2O phase changes under a freezing temperature and vacuum, they are suitable for future exterritorial constructions. Previous studies have demonstrated that the internal microstructure of the hydrogel joints in HBC varies significantly with curing temperature and air pressure, leading to variations in their mechanical properties. In this study, we present a new multi-scale model that quantitatively predicts the mechanical properties of HBC formed under different curing environments including Martian atmosphere. On the micro-scale, four representative joint microstructures are studied, including tubular, foamy, honeycomb, and tube-cased-foam joints. We experimentally studied and analytically derived the constitutive relationship between the joint force and displacement. Particularly, we determined the process of hydrogel skin peeling from the particle's surface of tubular joints based on force and energy equilibrium. On the macro-scale, we simplified the constitutive joint relationships in a linear parallel bond model (LPM) and employed them to quantify interparticle relationships in a discrete element method (DEM)-based HBC model. The Weibull distribution is used to consider the variation of tensile and shear strengths of the hydrogel joints in the DEM. The modeling results are not only validated with the experimentally acquired compressive stress-strain curves of HBC, but also accurately predict the combined influence of mix design and curing conditions on the mechanical properties.水凝胶基混凝土(hbc)是一类新兴的承重复合材料,由惰性颗粒通过微水凝胶接缝连接在一起。由于HBCs可以在冷冻温度和真空条件下通过溶胶-凝胶过程和H2O相变硬化,因此适合未来的域外构建。已有研究表明,HBC中水凝胶接头的内部微观结构随着养护温度和空气压力的变化而发生显著变化,从而导致其力学性能的变化。在这项研究中,我们提出了一个新的多尺度模型,可以定量预测在不同固化环境下形成的HBC的力学性能,包括火星大气。在微观尺度上,研究了管状、泡沫状、蜂窝状和管套泡沫状四种具有代表性的节理微观结构。实验研究和解析推导了关节力与位移的本构关系。特别地,我们基于力和能量平衡确定了水凝胶皮从管状接头颗粒表面剥离的过程。在宏观尺度上,我们简化了线性平行键模型(LPM)中的本构结合部关系,并利用它们在基于离散元法(DEM)的HBC模型中量化质点间关系。采用Weibull分布来考虑水凝胶节理在DEM中的抗拉强度和抗剪强度变化。建模结果不仅与实验得到的HBC压应力-应变曲线相吻合,而且准确预测了配合比设计和养护条件对HBC力学性能的综合影响。International Journal of PlasticityMultiscale computational analysis of crack initiation at the grain boundaries in hydrogen-charged bi-crystalline alpha-ironYipeng Peng, Thanh Phan, Haibo Zhai, Liming Xiong, Xiang Zhangdoi:10.1016/j.ijplas.2024.104182 含氢双晶α -铁晶界裂纹萌生的多尺度计算分析This paper presents a mesoscale concurrent atomistic–continuum (CAC) simulation of crack initiation at the atomically structured grain boundaries (GBs) in bi-crystalline BCC iron (α-Fe) charged with hydrogen (H). By retaining the atomistic GB structure evolution together with the long-range dislocation-mediated plastic flow away from the GB in one model at a fraction of the cost of full molecular dynamics (MD), CAC enables us to probe the interplay between the atomic-level H diffusion, the nanoscale GB cavitation, crack initiation, growth, as well as the dislocation activities far away from the GB. Our several main findings are: (i) a tensile strain normal to the GB plane largely promotes the H diffusion towards the GB. (ii) the plasticity-induced clustering of H atoms (PICH) is identified as an intermediate process in between the H-enhanced localized plasticity (HELP) and H-enhanced de-cohesion (HEDE). (iii) PICH significantly amplifies the local stress concentration at the GB and decreases its cohesive strengths, and (iv) the GBs with different atomic structures fail differently. In detail, the H-charged Σ3 GB fails through micro-twinning assisted void nucleation and coalescence, while the H-charged Σ9 GB fails through crack initiation and growth accompanied by dislocation emission. Compared with nanoscale molecular dynamics (MD) simulations, the mesoscale CAC models get one step closer to the experimentally measurable length scales and thus predict reasonably lower GB cohesive strengths. This research addresses one key aspect of how H impacts the GB cohesive strengths in α-Fe. It offers insights into the multiscale processes of hydrogen embrittlement (HE). Our findings highlight the importance of using concurrent multiscale models, such as a combination of CAC, crystal plasticity finite element (CPFE), and cohesive zone finite element method (CZFEM), to understand HE. This will, in turn, support the development of new strategies for mitigating HE in a variety of engineering infrastructures.本文提出了一种介观并行原子-连续体(CAC)模拟方法,用于研究双晶BCC铁(α-Fe)在氢(H)负载条件下的晶界(GB)处裂纹的萌生。通过在保持原子级GB结构演化的同时,在一个模型中利用长程位错介导的塑性流动远离GB,从而以分子动力学(MD)模拟成本的一小部分,CAC使我们能够探究原子级H扩散、纳米级GB空洞、裂纹萌生、生长以及远离GB的位错活动之间的相互作用。我们的主要发现如下:(i)垂直于GB平面的拉伸应变极大地促进了H向GB的扩散。(ii)由塑性诱导的H原子簇集(PICH)被识别为H增强局部塑性(HELP)和H增强解粘(HEDE)之间的中间过程。(iii)PICH显著放大了GB处的局部应力集中,降低了其粘结强度,(iv)具有不同原子结构的GB以不同的方式失效。具体来说,H-带电的Σ3 GB通过微孪生辅助空洞成核和合并而失效,而H-带电的Σ9 GB则通过伴随位错发射的裂纹起始和扩展而失效。与纳米尺度分子动力学(MD)模拟相比,介观尺度CAC模型更接近可实验测量的长度尺度,因此预测的GB粘结强度更合理。这项研究解决了H如何影响α-Fe GB粘结强度的一个关键方面。它为理解氢致脆化(HE)的多尺度过程提供了见解。我们的发现强调了使用并行多尺度模型(如CAC、晶体塑性有限元(CPFE)和粘结区有限元法(CZFEM)的组合)的重要性,以理解HE。这将反过来支持开发各种工程基础设施中氢致脆化(HE)的新策略。Hydrostatic pressure-mediated grain boundary smoothing and plastic deformability in high-entropy alloysZhipeng Zhang, Yao Tang, Qishan Huang, Haofei Zhoudoi:10.1016/j.ijplas.2024.104185高熵合金中静压介导的晶界平滑和塑性变形性能In the presence of intrinsic lattice distortion and local concentration waves, high-entropy alloys (HEAs) possess unique microstructures, deformation patterns of dislocations and grain boundaries (GBs), and superior mechanical properties. In contrast to traditional crystalline metals, GBs in HEAs have been revealed to exhibit spontaneous roughening behavior, which reduces their migration ability and weakens the plastic deformability of HEAs. In addition, hydrostatic pressure (HP) treatment can modify the microstructure and deformability of GBs in HEAs, leading to enhanced strength and ductility in HEAs. In the present work, we aim to investigate the effect of HP on GB structural evolution in HEAs and reveal the HP-induced enhancement of plastic deformability via molecular dynamics (MD) simulations. Using a FeNiCrCoCu alloy as an example, we have demonstrated that the initially rough GBs in the HEA samples undergo a smoothing mechanism under the application of HP. The GB smoothing mechanism depends not only on the initial GB misorientation and microstructure, but also on the temperature and GB segregation. For the <110>(113) GB, the GB roughness is featured by individual GB segments connected by atomic-scale disconnections. Under HP, the disconnections glide along the GB plane and annihilate with neighboring disconnections, reducing the roughness of the GB. For <110>(112), <110>(114), <110>(116) and <110>(223) GBs, atomic rearrangements take place in local GB segments under HP, resulting in structural adjustment and GB smoothing. These HP-induced GB smoothing mechanisms can increase the plastic deformability of GBs under shear loading. Our findings deepen the understanding of GB plasticity in HEAs and provide insights into GB engineering through HP treatment.在本征晶格畸变和局部浓度波存在的情况下,高熵合金(HEAs)具有独特的显微组织、位错和晶界变形模式以及优异的力学性能。与传统的结晶金属相比,GBs在HEAs中表现出自发的粗化行为,这降低了它们的迁移能力,削弱了HEAs的塑性变形能力。静水压力(HP)处理可以改变HEAs中GBs的微观组织和变形能力,从而提高HEAs的强度和延展性。在目前的工作中,我们的目的是研究HP对HEAs中GB结构演变的影响,并通过分子动力学(MD)模拟揭示HP诱导的塑性变形能力增强。以FeNiCrCoCu合金为例,我们证明了HEA样品中最初粗糙的gb在HP的作用下发生了平滑机制。GB平滑机制不仅取决于初始的GB错取向和微观结构,还与温度和GB偏析有关。对于<110>(113)GB, GB粗糙度的特征是由原子尺度断开连接的单个GB段。在高压下,断开沿GB平面滑动并与相邻断开湮灭,降低了GB的粗糙度。对于<110>(112)、<110>(114)、<110>(116)和<110>(223)GB, HP作用下的局部GB段发生原子重排,导致结构调整和GB平滑。这些hp诱导的光滑机制可以提高GB在剪切载荷下的塑性变形能力。我们的发现加深了对HEAs中GB塑性的理解,并通过HP处理为GB工程提供了见解。Thin-Walled StructuresParameter optimisation of piezoelectric vibration absorber in composite cylindrical shells: A multi-modal approach to mitigate stochastic vibrationYucai Zhong, Rihuan Yu, Kai Zhou, Zhenguo Zhangdoi:10.1016/j.tws.2024.112713复合材料圆柱壳压电吸振器参数优化:一种多模态方法来减轻随机振动This paper investigates the stochastic vibration mitigation of composite cylindrical shells using multi-modal piezoelectric vibration absorbers (PVAs). A novel semi-analytical method is proposed to analyse the stochastic vibration characteristics of composite cylindrical shells equipped with PVAs. The vibration behavior under stochastic excitations is determined using the modified Ritz method and the pseudo excitation method (PEM). Compared to the finite element method (FEM), the proposed model greatly enhances efficiency by eliminating the need for repeated modelling and meshing, thereby facilitating the optimization of PVAs. The effects of piezoelectric patch layout and circuit parameters on PVA performance are examined in detail using the proposed electro-mechanical model. Additionally, a multi-modal PVA design procedure, combining the semi-analytical model with a surrogate model-based optimisation algorithm, is presented. The superior stochastic vibration suppression performance of the multi-modal PVA is demonstrated by comparing the dynamic responses of the composite cylindrical shell without PVA, with single-modal PVA, and with multi-modal PVA. The proposed optimisation procedure offers a valuable approach for the design of multi-modal PVAs for stochastic vibration control of cylindrical structures.研究了多模态压电吸振器对复合材料圆柱壳随机减振的影响。提出了一种新的半解析方法来分析聚乙烯醇复合材料圆柱壳的随机振动特性。采用改进的里兹法和伪激励法确定了随机激励下的振动特性。与有限元法(FEM)相比,该模型消除了重复建模和网格划分的需要,大大提高了效率,从而便于pva的优化。利用所建立的机电模型,详细分析了压电片布局和电路参数对PVA性能的影响。此外,提出了一种多模态PVA设计程序,将半解析模型与基于代理模型的优化算法相结合。通过对比无PVA、单模态PVA和多模态PVA复合材料圆柱壳的动力响应,证明了多模态PVA优越的随机抑制振动性能。所提出的优化方法为圆柱结构随机振动控制的多模态pva设计提供了一种有价值的方法。Experimental and Numerical Study of Hysteresis Behaviour of Innovative Hybrid Steel-Timber Shear Wall SystemMojtaba Gorji Azandariani, Ali Parvari, Arvin Yaghmouri, Mehdi Vajdiandoi:10.1016/j.tws.2024.112743新型钢-木混合剪力墙体系滞回特性试验与数值研究This research presents hybrid steel-timber shear walls (HSTSWs) as an environmentally friendly and structurally efficient system. The HSTSW system provides quick and easy interchangeability of the timber components, making it adjustable and adaptable to different design needs throughout the building's lifecycle. Additionally, the incorporation of timber elements into the steel frame contributes to lateral resistance while offering an eco-friendly alternative to materials such as steel and concrete. This research includes experimental studies and numerical simulations using finite element analysis to investigate and comprehensively compare the hysteresis behavior of HSTSW and SPSW. The hysteresis behavior, ultimate load, failure modes, energy dissipation mechanisms, ultimate displacement, weight-related characteristics, and efficiency of load-carrying capacity are analyzed for both HSTSW and SPSW specimens. Comparative results with SPSW indicate that HSTSW exhibit a slightly higher ultimate load-carrying capacity and significantly greater ultimate deformation capacity. The cyclic behavior and failure modes of both systems are detailed, emphasizing the trade-off between strength and ductility in HSTSWs. Stiffness, ductility, absorbed energy, and equivalent viscous damping ratio are assessed, revealing that HSTSW absorb more energy with higher specific absorbed energy and exhibit comparable damping behavior to SPSW. Additionally, numerical modeling is employed to simulate the response of SPSW and HSTSW, and a validation process is conducted to compare numerical and experimental outcomes.本研究提出了钢-木混合剪力墙(HSTSWs)作为一种环保和结构高效的系统。HSTSW系统提供了木材组件的快速和容易的互换性,使其在整个建筑生命周期中可调节和适应不同的设计需求。此外,将木材元素结合到钢框架中有助于抵抗横向阻力,同时提供了钢和混凝土等材料的环保替代品。本研究包括实验研究和数值模拟,利用有限元分析对HSTSW和SPSW的迟滞行为进行研究和全面比较。分析了HSTSW和SPSW试件的滞回特性、极限荷载、破坏模式、能量耗散机制、极限位移、重量相关特性和承载力效率。与SPSW的对比结果表明,HSTSW的极限承载能力略高于SPSW,极限变形能力显著高于SPSW。详细介绍了两种系统的循环行为和破坏模式,强调了HSTSWs强度和延性之间的权衡。通过刚度、延性、吸收能量和等效粘性阻尼比的评估,发现HSTSW吸收更多的能量,比吸收能量更高,并且具有与SPSW相当的阻尼行为。此外,采用数值模拟方法对SPSW和HSTSW的响应进行了模拟,并对数值结果和实验结果进行了对比验证。Mechanical behavior of reinforced Al2O3 lattice structures: Effects of structural parameters from experiments and simulationsKe Zhong, Zhiguo Wang, Jin Cui, Xuehua Yu, Mingtao Zhang, Zhenfeng He, Yuhui Zhao, Jibin Zhaodoi:10.1016/j.tws.2024.112753增强Al2O3晶格结构的力学行为:结构参数对实验和模拟的影响The pressure hull is one of the core components of autonomous underwater vehicles (AUVs), necessitating a new structural material with improved mechanical and lightweight properties. For this purpose, a novel type of reinforced lattice structure (RLS) that integrates Al2O3 lattice structures (ALSs) with phenol-formaldehyde (PF) resin was designed and fabricated via stereolithography (SL)-based additive manufacturing and infiltration processes. The responses of the RLSs with different structural configurations, relative densities, and unit cell sizes under compressive loading were systematically characterized. Additionally, numerical simulations were conducted to further predict and study the mechanical behavior of the RLSs using Johnson-Holmquist-II (JH-2) model. The results revealed that the mechanical properties of the RLSs from superior to inferior were simple cubic (SC), body-centered cubic (BCC), Gyroid, octet truss (Oct), and SchwarzP (Sch). As the relative density and the unit cell size increased, the mechanical properties of the RLSs increased. Furthermore, the results of the numerical simulations closely aligned with the experimental results, which provided an in-depth analysis of internal damage and crack propagation in the RLSs under compression. A comparison of the mechanical properties also demonstrated that RLSs exhibit superior compressive strength and energy absorption performance than traditional ALSs do. After this investigation, this type of RLS is anticipated to facilitate lightweighting of AUVs, advancing the development of deep-sea scientific research.耐压壳体是自主水下航行器(auv)的核心部件之一,因此需要一种具有改进机械性能和轻量化性能的新型结构材料。为此,通过基于立体光刻(SL)的增材制造和渗透工艺,设计并制造了一种新型的增强晶格结构(RLS),该结构将Al2O3晶格结构(ALSs)与酚醛(PF)树脂相结合。系统表征了不同结构构型、相对密度和晶胞尺寸的rls在压缩载荷作用下的响应。此外,采用Johnson-Holmquist-II (JH-2)模型进行了数值模拟,进一步预测和研究了rls的力学行为。结果表明,rls的力学性能由高到低依次为简单立方(SC)、体心立方(BCC)、陀螺(Gyroid)、八元桁架(Oct)和SchwarzP (Sch)。随着相对密度和晶胞尺寸的增大,rls的力学性能增大。数值模拟结果与实验结果吻合较好,深入分析了rls在压缩作用下的内部损伤和裂纹扩展过程。力学性能的比较也表明,rls具有比传统als更好的抗压强度和能量吸收性能。通过本次研究,这种类型的RLS有望促进auv的轻量化,推动深海科学研究的发展。Macro/micro failure mechanism of transparent armour subjected to multiple impacts of 7.62mm bulletsYubo Gao, Liutong Shi, Zhihao Li, Zhe Jia, Yanxin Gedoi:10.1016/j.tws.2024.1127547.62mm子弹多重冲击下透明装甲宏微观破坏机理Transparent armor is widely used in military and civilian impact protection fields due to its excellent light transmittance and ballistic performance. This work focused on the macro/micro failure mechanisms of transparent armor for vehicles subjected to multiple impacts. Results showed that the penetration depth after the first impact by a 7.62 mm bullet is about 14 mm, regardless of the impact position. Based on the cavity expansion theory, the penetration depth under multiple projectile impacts was predicted, relating it to the distance between the impact points, the distance from the projectile hole to the edge of the target plate, and the damage radius caused by the first impact. In the thickness direction, observation of the glass layer damage modes revealed that the interlayer adhesive could hinder the propagation of vertical cracks between different glass layers, with delamination primarily caused by insufficient shear strength. In the in-plane direction, the size of the fractured glass gradually increases outward from the impact point because circumferential cracks can prevent the propagation of radial cracks. Finally, the micro failure analysis of glass fragments showed that the radial cracks are dominated by numerous irregular microcracks and river-like textures, while the circumferential cracks consist of the mirror region, mist region, hackle region, and river-like texture region.透明装甲以其优异的透光性和弹道性能,广泛应用于军用和民用防撞领域。本文主要研究了车辆透明装甲在多重冲击下的宏观/微观失效机制。结果表明,无论在何种位置,7.62 mm子弹第一次撞击后的侵彻深度约为14 mm。基于空腔膨胀理论,预测了弹丸在多次冲击下的侵彻深度,并将其与弹丸点之间的距离、弹丸孔到靶板边缘的距离以及第一次冲击造成的损伤半径联系起来。在厚度方向上,对玻璃层损伤模式的观察表明,层间胶粘剂会阻碍不同玻璃层之间垂直裂纹的扩展,导致分层的主要原因是剪切强度不足。在平面方向上,破碎玻璃的尺寸从撞击点向外逐渐增大,因为周向裂纹可以阻止径向裂纹的扩展。最后,玻璃碎片的微观破坏分析表明,径向裂纹以大量不规则微裂纹和河状织构为主,而周向裂纹则由镜像区、雾区、毛刺区和河状织构区组成。来源:复合材料力学仿真Composites FEM

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