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