首页/文章/ 详情

【新文速递】2024年7月24日固体力学SCI期刊最新文章

1天前浏览34

 

今日更新:Journal of the Mechanics and Physics of Solids 2 篇,Thin-Walled Structures 10 篇

Journal of the Mechanics and Physics of Solids

Hyperinelasticity: An energy-based constitutive modelling approach to isothermal large inelastic deformation of polymers. Part I

Afshin Anssari-Benam

doi:10.1016/j.jmps.2024.105790

超非弹性:聚合物等温大非弹性变形的能量本构建模方法。第一部分

The foundation of a new concept, coined here as hyperinelasticity, is presented in this work for modelling the isothermal elastic and inelastic behaviours of polymers. This concept is based on the premise that both the elastic and inelastic behaviours of the subject specimen in the primary loading path may be characterised by a single constitutive law derived from a comprehensive deformation energy W , akin to hyperelasticity, whose constitutive parameters determine and capture both the elastic and inelastic behaviours without the need for additional flow/yield/damage parameters. This core hyperinelastic model captures the elastic and inelastic behaviours in the primary loading path. It is then further specialised, by augmenting the embedded constitutive parameters in the core model, for capturing the inelasticity of the unloading behaviour and the rate of deformation effects. The former is done by devising and incorporating a discontinuous inelasticity variable into the core function, and the latter is achieved by considering that the core model parameters can evolve with, i.e., be a function of, the deformation rate. Examples of the application of the core and augmented hyperinelastic models to a wide range of extant experimental datasets will be presented, ranging from foams, glassy and semi-crystalline polymers to hydrogels and liquid crystal elastomers. The loading modes encompass both tensile and compressive deformations. With a reduced set of number of model parameters (compared with the existing models in the literature), simplicity of implementation (as essentially a straightforward extension to hyperelasticity), and encouraging accuracy in the modelling results, the concept of hyperinelasticity together with the presented hyperinelastic model are proposed as a unified modelling means for capturing the elastic and inelastic behaviours of polymers.

本研究提出了一个新概念的基础,即超弹性,用于模拟聚合物的等温弹性和非弹性行为。这一概念的前提是,主体试样在主要加载路径上的弹性和非弹性行为都可以用一个由综合变形能量 W 得出的单一构成定律来表征,类似于超弹性,其构成参数决定并捕捉弹性和非弹性行为,而无需额外的流动/屈服/损伤参数。这种核心超弹性模型可以捕捉主要加载路径中的弹性和非弹性行为。然后,通过增加核心模型中的嵌入式构造参数,对其进行进一步专门化,以捕捉非弹性的卸载行为和变形率效应。前者是通过设计并在核心函数中加入一个不连续的非弹性变量来实现的,后者则是通过考虑核心模型参数可随变形率变化(即变形率的函数)来实现的。将举例说明核心模型和增强超弹性模型在各种现有实验数据集中的应用,包括泡沫、玻璃和半结晶聚合物、水凝胶和液晶弹性体。加载模式包括拉伸和压缩变形。由于模型参数数量减少(与文献中的现有模型相比)、实施简单(基本上是对超弹性的直接扩展)以及建模结果令人鼓舞的准确性,超弹性概念和所提出的超弹性模型被建议作为捕捉聚合物弹性和非弹性行为的统一建模手段。


Magneto-mechanically derived diffusion processes in ultra-soft biological hydrogels

Jorge Gonzalez-Rico, Sara Garzon-Hernandez, Chad M. Landis, Daniel Garcia-Gonzalez

doi:10.1016/j.jmps.2024.105791

超软生物水凝胶中磁机械衍生的扩散过程

Magneto-active hydrogels (MAHs) consist of a polymeric network doped with magnetic particles that enable the material to mechanically respond to magnetic stimuli. This multifunctionality allows for modulation of mechanical properties in a remote and dynamic manner. These characteristics combined with the biocompatibility of hydrogels, make MAHs excellent for drug delivery and biological scaffolds. In this work, ultra-soft biological MAHs with strong magnetostriction are fabricated from human blood plasma ( ∼ 20 Pa). The material is experimentally tested using a novel in house device that allows for a precise control of magnetic actuation conditions, enabling the hydrogel modulation in terms of mechanical deformation and stiffness. We study the impact of magnetic actuation on the solvent expulsion and diffusion dynamics within the polymeric network. To further elucidate the mechanisms driving solvent diffusion processes, a computational framework for modeling the diffusion process of two different species within a magneto-responsive material is proposed. These experimental and computational outcomes open exciting new opportunities for the use of ultra-soft MAHs in bioengineering applications.

磁活性水凝胶(MAHs)由掺杂磁性颗粒的聚合物网络组成,使材料能够对磁刺 激做出机械反应。这种多功能性允许以远程和动态的方式调节机械性能。这些特性与水凝胶的生物相容性相结合,使MAHs成为药物递送和生物支架的绝佳选择。在这项工作中,用人血浆(~ 20 Pa)制备了具有强磁致伸缩的超软生物mah。该材料使用一种新颖的内部设备进行实验测试,该设备允许精确控制磁驱动条件,使水凝胶能够在机械变形和刚度方面进行调制。我们研究了磁驱动对聚合物网络中溶剂排出和扩散动力学的影响。为了进一步阐明驱动溶剂扩散过程的机制,提出了一种模拟两种不同物质在磁响应材料内扩散过程的计算框架。这些实验和计算结果为超软MAHs在生物工程应用中的应用开辟了令人兴奋的新机会。


Thin-Walled Structures

Decentralised H robust control of MTMDs for mitigating vibration of a slender MDOF floor configuration

Wai Kei Ao, Qing-Chen Tang, Aleksandar Pavic

doi:10.1016/j.tws.2024.112226

用于缓解细长 MDOF 楼板结构振动的 MTMD 的分散 H 鲁棒控制

In this research, a novel robust decentralised H (H∞ and H2) design combined with a pattern search method (PSM), incorporating considerations of multiple modal dynamics, was developed to address the vibration issue in slender structures. To verify the effectiveness of the concept, a full-scale laboratory reconfigurable multiple degrees of freedom (MDOF) test-bed floor panel structure was selected, equipping with a passive multiple-tuned mass damper (MTMD) as a coupling system. The optimal parameters of the MTMDs were tailored using the decentralised H design and the PSM, considering the dynamic engagement of multiple modes. Furthermore, a crucifix-type configuration of 2DOF MTMDs was proposed to mitigate the vibration of the floor panel structure. Full-scale forced vibration testing (FVT) was conducted to validate the dynamic performance of the 2DOF MTMDs. The test results provide satisfactory verification and high-quality curve-fitting testing data for parameter study and dynamic simulation. By examining the field data from the 2DOF MTMDs and performing various numerical simulations and analyses, the control performance robustness of the MTMDs was comprehensively evaluated, considering practical engineering variations such as the number and stiffness of MTMDs, as well as the stiffness and mass of the floor panel structure. As a result, the proposed H control strategies for the MTMDs demonstrated robust control capabilities by effectively dissipating significant amounts of externally applied energy.

在这项研究中,开发了一种结合模式搜索法(PSM)的新型稳健分散 H(H∞ 和 H2)设计,其中考虑了多模态动力学因素,以解决细长结构的振动问题。为验证该概念的有效性,选择了一个全尺寸实验室可重构多自由度(MDOF)试验台楼板结构,并配备了一个被动多调谐质量阻尼器(MTMD)作为耦合系统。考虑到多种模式的动态参与,利用分散 H 设计和 PSM 对 MTMD 的最佳参数进行了定制。此外,还提出了一种十字架型 2DOF MTMD 配置,以减轻楼板结构的振动。为验证 2DOF MTMD 的动态性能,进行了全尺寸强迫振动测试 (FVT)。测试结果为参数研究和动态模拟提供了令人满意的验证和高质量的曲线拟合测试数据。通过检查 2DOF MTMD 的现场数据并进行各种数值模拟和分析,综合评估了 MTMD 的控制性能鲁棒性,同时考虑了实际工程变化,如 MTMD 的数量和刚度,以及楼板结构的刚度和质量。结果表明,针对 MTMD 提出的 H 控制策略能够有效消散大量外部施加的能量,表现出强大的控制能力。


Behavior of Steel Plate Shear Walls Reinforced with Stiffened FRP Plates

Yipeng Du, Yongbo Shao, Changgen Wu, Mingzhou Su, Min Zhang, Yifang Cao

doi:10.1016/j.tws.2024.112236

加筋FRP板加固钢板剪力墙的性能研究

Steel plate shear walls require retrofitting due to factors such as corrosion, long–term loading and functional changes. In an effort to modernise the technology used for strengthening and retrofitting steel plate shear walls, fibre–reinforced polymer (FRP) plates with additional stiffeners are employed to enhance the shear capacity of steel structures. In this study, the static properties of steel plates reinforced with these stiffened FRP plates were experimentally investigated. The application of this strengthening methodology substantially enhanced the out–of–plane stability, shear stiffness and bearing capacity of the plates, while also reducing fatigue damage. Equations for estimating the buckling and ultimate load of steel plates reinforced with stiffened FRP plates have been derived, enabling predictions of their practical performance. Finite element models incorporating the potential failure of epoxy at the FRP–steel interface were developed for further analysis. A numerical study was performed to investigate the optimal thickness of the FRP stiffener. The analysis revealed that stiffener thicknesses exceeding 6 mm did not significantly contribute to the enhancement of the load–bearing capacity or to the prevention of debonding. When the FRP rib thickness exceeds 6mm, the economy was poor. The aforementioned findings are of considerable engineering importance, especially in the context of improving fatigue properties and shear load–bearing capacity of thin steel plates.

由于腐蚀、长期荷载和功能变化等因素,钢板剪力墙需要进行改造。为了使加固和改造钢板剪力墙的技术现代化,我们采用了带有额外加强筋的纤维增强聚合物(FRP)板,以提高钢结构的抗剪能力。在这项研究中,试验研究了这些加筋玻璃钢板加固钢板的静力性能。这种强化方法的应用大大提高了板的面外稳定性、剪切刚度和承载能力,同时也减少了疲劳损伤。推导了用增强FRP板加固钢板的屈曲和极限载荷的估计方程,从而能够预测其实际性能。为了进一步分析,建立了考虑frp -钢界面环氧树脂潜在破坏的有限元模型。对玻璃钢加劲筋的最佳厚度进行了数值研究。分析表明,加劲筋厚度超过6 mm对增强承载能力或防止脱粘没有显著贡献。当FRP筋厚度超过6mm时,经济性较差。上述发现具有相当大的工程重要性,特别是在提高薄钢板的疲劳性能和剪切承载能力方面。


Non-linear Dynamics and Bandgap Control in Magneto-Rheological elastomers Metamaterials with Inertial Amplification

Dongshuo Yang, Xiangying Guo, Weixing Zhang, Dongxing Cao

doi:10.1016/j.tws.2024.112237

惯性放大磁流变弹性体超材料的非线性动力学与带隙控制

Sandwich plate structures are extensively utilized in engineering due to their favorable stiffness-to-weight ratio. Nonetheless, these lightweight thin-walled structures frequently encounter challenges related to inadequate low-frequency vibration performance, which significantly restricts their applications, particularly in the realm of precision instruments which is sensitive to vibration. This study introduces an innovative design of an active nonlinear metamaterial, to achieve tunable broadband low-frequency bandgaps for sandwich plates. The nonlinear oscillator incorporates an inertia amplification mechanism (IAM), Euler-buckled beams, mass elements, and magneto-rheological elastomers (MREs), which are modulated via external magnetic fields to adjust the material's stiffness dynamically. Employing Hamilton's principles and the plate wave expansion method (PWE), the dispersion relations for the metamaterial plate are derived, elucidating the dispersion surfaces and the band structures within its sandwich-like plates.The dynamical equations of the metamaterial plate are formulated and validated through numerical simulations using the Galerkin method, confirming the theoretical predictions. The results demonstrate effective control over low-frequency and broadband bandgaps under low mass ratio conditions through strategic manipulation of the inertia amplification factor and magnetic flux. The study extensively explores the nonlinear dynamic responses of the metamaterial, highlighting the significant impact of excitation amplitudes on the amplitude-dependent bandgaps.

夹层板结构由于具有良好的刚度-重量比,在工程中得到了广泛的应用。然而,这些轻质薄壁结构经常遇到与低频振动性能不足相关的挑战,这极大地限制了它们的应用,特别是在对振动敏感的精密仪器领域。本研究提出一种创新设计的有源非线性超材料,以实现可调谐的宽带低频带隙夹层板。非线性振荡器包含惯性放大机构(IAM)、欧拉屈曲梁、质量单元和磁流变弹性体(MREs),通过外部磁场进行调制,以动态调节材料的刚度。利用哈密顿原理和平板波展开法,推导了超材料平板的色散关系,阐明了三明治状平板内的色散面和带结构。利用伽辽金方法建立了超材料板的动力学方程,并进行了数值模拟验证,证实了理论预测。结果表明,在低质量比条件下,通过对惯性放大因子和磁通的策略控制,可以有效地控制低频和宽带带隙。该研究广泛探讨了超材料的非线性动态响应,强调了激发振幅对振幅相关带隙的重要影响。


Fire tests of short-span LSF floor systems made of lipped channel joists

Fatheen Hisham, Son Tung Vy, Mahen Mahendran, Anthony Ariyanayagam, Tuan Ngo

doi:10.1016/j.tws.2024.112257

唇形槽梁短跨LSF楼板系统的防火试验

Light gauge steel framed (LSF) floor systems are increasingly used in low- and mid-rise buildings due to their superiorities in terms of load-bearing capacity, non-combustibility, durability, sustainability, and ease of fabrication and erection. Their behaviour is detrimentally affected by fire, resulting in the reduction of their bending capacity and stiffness. Previous research studies on LSF floor systems are limited, with most studies not focussing on the Australian floor systems. This research study evaluates the behaviour of short-span load-bearing LSF floor systems through one ambient temperature test and six fire tests. Test results revealed that cavity insulation has minimal impact on the fire resistance levels (FRL) of LSF floors protected by two or three layers of fire-rated gypsum plasterboards. Increasing the plasterboard thickness or adding an extra layer significantly enhanced the FRL. Plasterboard joints in the ceiling were identified as potential vulnerabilities, while enhancing their performance would lead to higher FRL for the floor system. Importantly, the cold flange temperature was shown to be the critical parameter governing the failure of channel joists in LSF floors. This study has shown that the structural and thermal behaviour of the tested short-span load-bearing floors was consistent to that observed in the previous full-scale LSF floor tests reported in the literature. Hence such short-span load-bearing floor tests can be used to determine the FRLs at significantly reduced cost and time. Finally, some design recommendations are provided, offering valuable insights for fire design engineers.

轻钢框架(LSF)地板系统由于其在承载能力、不燃性、耐久性、可持续性以及易于制造和安装方面的优势,越来越多地用于低层和中层建筑。它们的行为受到火灾的不利影响,导致它们的弯曲能力和刚度降低。以往对LSF地板系统的研究是有限的,大多数研究没有集中在澳大利亚的地板系统上。本研究通过一次环境温度试验和六次火灾试验,评估了短跨承重LSF楼板系统的性能。测试结果显示,空腔隔热对由两层或三层防火石膏板保护的低密度地板的耐火等级(FRL)影响最小。增加石膏板的厚度或增加额外的一层,可显著提高FRL。天花板上的石膏板接缝被确定为潜在的漏洞,而增强其性能将导致地板系统的更高FRL。重要的是,冷法兰温度被证明是控制LSF楼板通道托梁破坏的关键参数。这项研究表明,测试的短跨承重楼板的结构和热行为与文献中报道的先前全尺寸LSF楼板测试中观察到的一致。因此,这种短跨度承重楼板试验可用于在显著降低成本和时间的情况下确定最低限度。最后,提出了一些设计建议,为消防设计工程师提供了有价值的见解。


Shape Optimization of Cast Steel Tubular Joints Based on Subdivision Surface and Genetic Algorithm

Gen Li, Zhengning Li, Qiang Zeng, Xiaonong Guo

doi:10.1016/j.tws.2024.112258

基于细分曲面和遗传算法的铸钢管接头形状优化

Cast steel tubular (CST) joints are extensively employed in steel structures for their excellent integrity and mechanical performance. However, the diverse configurations of CST joints result in the absence of standard verification formulas, leading to inefficient trial-and-error design approaches. To tackle this issue, this paper introduces a novel shape optimization method for CST joints that integrates subdivision surface techniques with genetic algorithms. The method comprises three key components: geometric modeling, structural analysis, and optimization algorithm, with shape optimization achieved through their collaborative operation. Applied to two types of CST joints, this approach resulted in significant reductions in joint volume by 39.2% and structural stress by 49.0%, respectively. The shape-optimized joints were compared with topology-optimized joints from published literatures, and demonstrated enhanced mechanical performance while presenting superior manufacturability. The proposed method offers considerable advantages over traditional trial-and-error approaches and topology optimization methods. It generates designs with continuous and smooth boundaries, better suited for the conventional casting process, and overcomes manufacturability issues of topology optimization. Additionally, the genetic algorithm allows for flexible selections of optimization objectives, addressing the restrictions of topology optimization methods. Furthermore, the method's high level of automation is anticipated to expedite the joint design process, significantly reducing the requirement for manual intervention.

铸钢管结点以其良好的整体性和力学性能在钢结构中得到了广泛的应用。然而,由于CST节点结构的多样性,导致缺乏标准的验证公式,从而导致低效的试错设计方法。为了解决这一问题,本文提出了一种结合细分曲面技术和遗传算法的CST节点形状优化方法。该方法包括几何建模、结构分析和优化算法三个关键部分,通过它们的协同操作实现形状优化。将该方法应用于两种CST节理时,节理体积和结构应力分别显著减小了39.2%和49.0%。将形状优化后的关节与已有文献中拓扑优化后的关节进行了比较,结果表明,优化后的关节在具有优异的可制造性的同时,力学性能也得到了提高。与传统的试错法和拓扑优化方法相比,该方法具有相当大的优势。它生成具有连续和光滑边界的设计,更适合传统的铸造工艺,并克服了拓扑优化的可制造性问题。此外,遗传算法允许灵活选择优化目标,解决拓扑优化方法的局限性。此外,该方法的高度自动化有望加快接头设计过程,显著减少人工干预的需求。


Energy absorption characteristics of expansion tube subjected to the coupled loading in near-field explosion

Zizhen Qi, Yuwu Zhang, Minzu Liang, Wen Liang, Yuliang Lin

doi:10.1016/j.tws.2024.112259

近场爆炸耦合载荷作用下膨胀管的能量吸收特性

Expansion tube structures (ETSs) are extensively employed as energy-absorbing components in protective structures, yet their dynamic response under near-filed explosion remains inadequately understood, which limits their applications in anti-explosion devices. This paper investigates the response of ETS through explosion experiments, testing both the overpressure history of blast loading and the propagation process of detonation products. Following experimental verification, finite element models are established to obtain the characteristics of explosive loading and the response of ETS. The findings demonstrate that as the velocity of slider increases, the embedding displacement of ETS exceeding its limit induces a local buckling transformation in thin-wall tubes from one end buckling to simultaneous buckling at both ends. In the scaled distance range of 0.4 - 0.5 m/kg1/3, the energy absorption (EA) of ETS under different explosive masses exhibits distinct trends as the scaled distance increases, despite the decrease in peak pressure of blast loading. This is due to the coupling effect between blast shock waves and detonation products, resulting in diverse alterations in specific impulse with increasing scaled distance for varying explosive masses. In the case of oblique impact of blast loading, the percentage decrease in EA within the near-field range (Z < 0.8 m/kg1/3) is higher than that at mid-to-far range due to the uneven and random ejection of detonation products. The study elucidates the dynamic response of ETS under the coupled loading of blast wave and blast products, and provides valuable insights for optimizing designs of ETS utilized in near-field blast-resistant structures.

膨胀管结构作为吸能构件广泛应用于防护结构中,但其近场爆炸动力响应研究尚不充分,限制了其在防爆装置中的应用。本文通过爆炸实验研究了ETS的响应,测试了爆炸载荷的超压历史和爆轰产物的传播过程。在实验验证的基础上,建立了有限元模型,得到了爆炸载荷特性和ETS的响应。结果表明:随着滑块速度的增加,ETS超过其极限的嵌入位移会导致薄壁管局部屈曲转变,由一端屈曲向两端同时屈曲转变;在0.4 ~ 0.5 m/kg1/3的标尺距离范围内,不同炸药质量下ETS的能量吸收(EA)随标尺距离的增加呈现出明显的变化趋势,尽管爆炸载荷峰值压力有所降低。这是由于爆炸激波与爆轰产物之间的耦合作用,导致不同爆炸质量的比冲随比例距离的增加而发生不同的变化。在爆炸载荷斜冲击的情况下,由于爆轰产物的抛射不均匀和随机,近场范围内(Z < 0.8 m/kg1/3)的EA下降百分比高于中远范围。该研究阐明了爆炸冲击波与爆炸产物耦合作用下ETS的动力响应,为ETS在近场抗爆结构中的优化设计提供了有价值的见解。


Ultimate In-Plane Shear Capacity of 3-Panel Frameless Cold-Form Steel Corrugated Walls Under Axial Compression

Jingfei Huang, T.Y. Yang, Musab A.Q. Al-Janabi

doi:10.1016/j.tws.2024.112260

轴压作用下3板无框冷弯型钢波纹墙的极限面内抗剪能力

The Frameless building system, developed by BEHLEN Industries LP, is a structural system that incorporates Cold Form Steel Corrugated Wall (CFSCW) components. These include walls, ceilings, and roofs formed by Frameless panels, along with footings, boundary columns, and an optional convex truss. The system employs simple bolt connections, enabling rapid construction without the need for heavy machinery. It is particularly cost-effective and is often utilized in regions with low seismic activity. In high seismic zones, the structural performance of The Frameless building system under combined compression and lateral loads has not been systematically examined. In this study, four full-scale 3-panel Frameless CFSCWs, were tested under combined axial and shear loads. A generic finite element model was proposed to simulate the force-deformation responses and deformed shapes of the 3-panel Frameless CFSCWs. The numerical simulation results were verified using the experimental results. The verified numerical model was then used in parameter study to examine the ultimate shear capacity of 3-panel Frameless CFSCW of different wall thickness, with the presence of axial compression. The results of the study revealed the ultimate shear capacity of 3-panel Frameless CFSCW is linearly correlated with gauge thickness of the wall panel.

由BEHLEN Industries LP开发的无框架建筑系统是一种结合冷型钢波纹墙(CFSCW)组件的结构系统。这些包括由无框面板组成的墙壁、天花板和屋顶,以及基础、边界柱和可选的凸桁架。该系统采用简单的螺栓连接,无需重型机械即可快速施工。它特别具有成本效益,通常用于地震活动较少的地区。在高震区,无框架建筑体系在压缩和侧向荷载联合作用下的结构性能尚未得到系统的研究。在这项研究中,四个全尺寸的3板无框架cfscw,在轴剪联合荷载下进行了测试。提出了一种通用有限元模型来模拟3板无框架cfscw的力-变形响应和变形形状。用实验结果验证了数值模拟结果。将验证后的数值模型应用于参数研究中,考察了轴压作用下不同壁厚的3板无框架CFSCW的极限抗剪能力。研究结果表明:3板无框架CFSCW的极限抗剪承载力与墙板规范厚度呈线性相关;


Moment capacity of perforated cold-formed aluminium channels-Tests, analysis, and design

Bikram Paul, Krishanu Roy, Yuanyi Ji, Zhiyuan Fang, Vivekanandan Sivaji, James B.P Lim

doi:10.1016/j.tws.2024.112261

冷弯铝孔道的弯矩承载力。试验、分析和设计

This paper investigates the moment capacity of perforated cold-formed aluminium alloy (CFAA) channel sections through a combination of experimental and numerical studies. In total, 12 new experimental tests were conducted on CFAA with different cross-section sizes, web hole spacing, and numbers of web holes, under pure bending, followed by a numerical study comprising 601 validated finite element (FE) models. In the numerical study, the effects of various parameters were examined, namely web hole size, the number of web holes, section thickness, web depth, and the grade of aluminium alloy. The moment capacities obtained from both the experimental tests and finite element analysis (FEA) were utilized to evaluate the design guidance provided in the Aluminium Design Manual (ADM), Eurocode (EC), Australian and New Zealand Standard (AS/NZ), and the American Iron and Steel Institute (AISI) standards. Along with the Direct Strength Method (DSM), the Continuous Strength Method (CSM) was also evaluated. The results from both the experimental tests and their FEA indicate that DSM and EC9 are slightly unconservative, by 1% and 9%, respectively. In contrast, ADM is found to be conservative by 10%, whereas CSM is found to be unconservative by 50%.

本文采用实验与数值相结合的方法对冷弯铝合金孔道截面的弯矩承载力进行了研究。在纯弯曲条件下,对不同截面尺寸、腹板孔间距和腹板孔数的CFAA进行了12次新试验,并对601个已验证的有限元模型进行了数值研究。在数值研究中,考察了腹板孔尺寸、腹板孔数、截面厚度、腹板深度和铝合金等级等参数对成形的影响。利用从试验测试和有限元分析(FEA)中获得的弯矩容量来评估铝设计手册(ADM)、欧洲规范(EC)、澳大利亚和新西兰标准(AS/NZ)以及美国钢铁协会(AISI)标准中提供的设计指南。在直接强度法(DSM)的基础上,对连续强度法(CSM)进行了评价。试验和有限元分析结果均表明,DSM和EC9的非保守性分别为1%和9%。相比之下,ADM的保守性为10%,而CSM的非保守性为50%。


Thermo-mechanical Coupled Three-dimensional Finite Element Simulation Analysis of Drilling Thermoplastic Braided Carbon Fiber Composite and Optimization of Process Parameters

Yong Liu, Jiadong Huang, Tianyu Wang, Pan Sun, Honggen Zhou

doi:10.1016/j.tws.2024.112263

热塑性编织碳纤维复合材料钻孔热-机耦合三维有限元模拟分析及工艺参数优化

Optimizing the process parameters of thermoplastic composites during drilling is paramount for mitigating tearing, delamination, and other forms of damage, while simultaneously enhancing the tensile strength and extending the long-term service life of the overall structure. This study focuses on exploring a thermal-mechanical coupling method for predicting dynamic mechanical progressive failure and determining optimal process parameters during the drilling of Braided Carbon Fiber Reinforced Polyether Ether Ketone (BCF/PEEK). Initially, a thermal conduction constitutive model of BCF/PEEK was developed based on the proposed thermal distribution ratio calculation method. Concurrently, a user-defined material subroutine VUMAT and a bilinear cohesive element model, were implemented on the ABAQUS/Explicit platform to simulate the delamination behaviors of drilling BCF/PEEK using a tapered drill-reamer. Subsequently, a comprehensive BCF/PEEK drilling experiment platform was constructed, and the simulation accuracy of the drilling finite element (FE) model was verified through temperature, thrust force, and hole-wall morphology analyses. Finally, response surface regression models were established for process parameters, and the optimal parameters were predicted and validated. The results indicate that minimum thrust force and temperature can be achieved using the tapered drill-reamer with a spindle speed set at 4878.79/3000 r/min and a feed speed of 34.04/30 mm/min, respectively, with a maximum error of only 8.78%.

在钻孔过程中优化热塑性复合材料的工艺参数对于减轻撕裂、分层和其他形式的损伤至关重要,同时提高抗拉强度并延长整体结构的长期使用寿命。针对编织碳纤维增强聚醚醚酮(BCF/PEEK)在钻孔过程中的动态力学渐进失效预测和最佳工艺参数确定,研究了一种热-力耦合方法。首先,基于提出的热分配比计算方法,建立了BCF/PEEK的导热本构模型。同时,在ABAQUS/Explicit平台上实现了用户定义的材料子程序VUMAT和双线性内聚元素模型,模拟了使用锥形钻扩刀钻取BCF/PEEK的分层行为。随后,搭建了BCF/PEEK钻井综合实验平台,并通过温度、推力和孔壁形貌分析验证了钻井有限元模型的仿真精度。最后建立了工艺参数的响应面回归模型,并对最优工艺参数进行了预测和验证。结果表明:当主轴转速为4878.79/3000 r/min,进给速度为34.04/30 mm/min时,锥形钻扩刀的推力和温度最小,最大误差仅为8.78%;


Axial Compression Behaviour of Square Concrete-Filled Stainless-Clad Bimetallic Steel Tubular Stub Columns

Zhuo Zeng, Peng Dai, Zijian Chen, Yongjiu Shi, Huiyong Ban

doi:10.1016/j.tws.2024.112264

方形不锈钢包覆双金属钢管混凝土短柱轴压性能研究

Concrete-filled stainless-clad bimetallic steel tube (CFSCBST) members combines the advantages of excellent corrosion-resistance and good economy compared with conventional concrete-filled steel tube (CFST) members, which has great prospects in engineering application. This paper presents a comprehensive experimental and numerical investigation into the axial compression behaviour of CFSCBST stub columns with square sections. A total of eight specimens was conducted on CFSCBST specimens, incorporating varying width-to-thickness ratios, clad ratios and steel strengths, The experimental investigation provided a detailed report on failure modes, load versus displacement and strain response. The experimental results were utilized in a parallel numerical simulation to validate the finite element (FE) model. Subsequently, an extended parametric analysis was conducted to investigate the influence of the strength of the concrete, the substrate steel grade, the clad ratio, and the width-to-thickness ratio were carried out. The data obtained from tests and numerical studies were used to evaluate the applicability of existing design codes AISC/ANSI 360-22, EN 1994-1-1, GB 50936-2014 and DBJ/T 13-51-2020 for predicting the compressive capacity of square CFSCBST stub columns. Overall, a modified design method was proposed, adapted from DBJ/T 13-51-2020, was proposed for CFSCBST stub columns, demonstrating enhanced accuracy in predictions.

不锈钢包覆双金属钢管混凝土构件与传统钢管混凝土构件相比,具有优良的耐腐蚀性能和良好的经济性,具有广阔的工程应用前景。本文对方截面CFSCBST短柱的轴压性能进行了全面的试验和数值研究。在不同宽厚比、包层比和钢强度的CFSCBST试件上共进行了8个试件的试验研究,提供了详细的破坏模式、荷载-位移和应变响应报告。利用实验结果进行了并行数值模拟,验证了有限元模型的有效性。随后,进行了扩展参数分析,研究了混凝土强度、基材钢等级、包层比和宽厚比对结构的影响。利用试验和数值研究数据,评估了现有设计规范AISC/ANSI 360-22、EN 1994-1-1、GB 50936-2014和DBJ/T 13-51-2020对方形CFSCBST短柱抗压能力预测的适用性。总体而言,本文提出了一种基于DBJ/T 13-51-2020的CFSCBST短柱改进设计方法,提高了预测的准确性。




来源:复合材料力学仿真Composites FEM
ACTMechanicalSystemFluxAbaqus振动疲劳复合材料非线性形状优化拓扑优化通用建筑消防铸造参数优化BIM爆炸控制
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:2024-11-21
最近编辑:1天前
Tansu
签名征集中
获赞 3粉丝 0文章 690课程 0
点赞
收藏
作者推荐

【新文速递】2024年7月26日固体力学SCI期刊最新文章

今日更新:International Journal of Solids and Structures 2 篇,Journal of the Mechanics and Physics of Solids 1 篇,Mechanics of Materials 1 篇,Thin-Walled Structures 1 篇International Journal of Solids and StructuresUniform stretching behavior of single crease origami arraysQian Zhang, Hui Qiu, Qiuhong Lin, Jian Feng, Jianguo Caidoi:10.1016/j.ijsolstr.2024.112993单折纸阵列的均匀拉伸行为Origami arrays featuring ideal purely rotational creases inherently possess multiple kinematic degrees of freedom. The incorporation of crease rotational stiffness introduces additional constraint relations to the kinematic morphology of the origami array, due to the interaction between the plate and the crease. This paper concentrates on elucidating the coupling effect, employing two theoretical models to systematically analyze the uniform stretch process of a single crease origami array. The validity of our theoretical approaches is substantiated through verification in the finite element method. Firstly, the mechanical equations of the origami unit, together with the length and angle constraint equations of the origami array, are amalgamated to formulate a comprehensive set of morphological computational equations specific to the single crease origami array. This set enables the realization of morphological analysis for general origami arrays. Moreover, energy equations for the origami array are computed using an equivalent rigid plate nonlinear creasing element. When combined with constraint equations corresponding to horizontal stretch displacement, these energy equations contribute to the establishment of a nonlinear optimization framework for determining the morphology of uniform single crease origami arrays. Notably, our investigation reveals that during the early stages of the unfolding process for a single crease origami array, even a small relative horizontal stretch displacement can induce a drastic change in the center crease. Through finite element analysis of general origami arrays, it is shown that the proposed theoretical analysis method applies to different crease stiffness, both unfolding and folding processes, and different plate types. The research method in this paper can provide ideas for systematically analyzing the influence mechanism of crease properties on the morphological features of origami structures.具有理想的纯旋转折痕的折纸阵列固有地具有多个运动自由度。由于板与折痕之间的相互作用,折痕旋转刚度的结合为折纸阵列的运动学形态引入了额外的约束关系。本文着重阐述了耦合效应,采用两种理论模型系统地分析了单折纸阵列的均匀拉伸过程。通过有限元方法的验证,证实了理论方法的有效性。首先,将折纸单元的力学方程与折纸阵列的长度和角度约束方程合并,形成一套完整的单折纸阵列形态计算方程;该集 合可以实现一般折纸阵列的形态分析。此外,利用等效刚性板非线性压痕单元计算了折纸阵列的能量方程。将这些能量方程与水平拉伸位移的约束方程相结合,建立了确定均匀单折纸阵列形态的非线性优化框架。值得注意的是,我们的研究表明,在单折痕折纸阵列展开过程的早期阶段,即使是很小的相对水平拉伸位移也会引起中心折痕的剧烈变化。通过对一般折纸阵列的有限元分析,表明所提出的理论分析方法适用于不同的折痕刚度、展开和折叠过程以及不同的板型。本文的研究方法可以为系统分析折纸结构的折痕特性对形态特征的影响机理提供思路。Multimodal self-operation of a liquid crystal elastomer spring-linkage mechanism under constant lightYunlong Qiu, Yuntong Dai, Kai Lidoi:10.1016/j.ijsolstr.2024.112998 恒光条件下液晶弹性体弹簧连杆机构的多模态自运行Multimodal self-operating systems can provide abundant functionality and adaptability, efficiently handling various tasks and offering enhanced capabilities for complex applications. To suit various application scenarios, it is necessary to build a wider variety of multimodal self-operating systems. Inspired by the classic spring-linkage mechanism, we proposed a multimodal self-operating liquid crystal elastomer spring-linkage mechanism, consisting of a liquid crystal elastomer fiber, rigid rod and mass block under constant light. To explore the dynamic behavior of the spring-linkage mechanism, we propose a nonlinear dynamic model derived from a photothermally responsive liquid crystal elastomer model. The numerical calculation shows that four self-operation states of the spring-linkage mechanism are discovered with a supercritical Hopf bifurcation condition existing between the states. The liquid crystal elastomer fiber utilizes thermal energy provided by ambient light to compensate for damping dissipation during its motion. Furthermore, we perform a comprehensive analysis of the Hopf bifurcation condition of the spring-linkage mechanism, examining the key parameters that impact the frequency and amplitude of the self-operation. The structural simplicity of the spring-linkage mechanism and its multimodal self-operation distinguish it from many existing self-operation systems, holding promise for intriguing applications in the fields of micro-electro-mechanical systems, sensing and actuation.多模式自操作系统可以提供丰富的功能和适应性,有效地处理各种任务,并为复杂的应用程序提供增强的功能。为了适应不同的应用场景,需要构建种类更多的多式联运自操作系统。在经典弹簧连杆机构的启发下,我们提出了一种由液晶弹性体纤维、刚性杆和质量块组成的多模态自动液晶弹性体弹簧连杆机构。为了探索弹簧连杆机构的动力学行为,我们提出了一个由光热响应液晶弹性体模型导出的非线性动力学模型。数值计算表明,发现了弹簧连杆机构的4种自运行状态,状态之间存在一个超临界Hopf分岔条件。液晶弹性体纤维利用环境光提供的热能来补偿其运动过程中的阻尼耗散。此外,我们对弹簧连杆机构的Hopf分岔条件进行了全面的分析,研究了影响自动频率和幅值的关键参数。弹簧连杆机构的结构简单,其多模态自操作使其区别于许多现有的自操作系统,在微机电系统、传感和驱动领域有着有趣的应用前景。Journal of the Mechanics and Physics of SolidsIntrinsic Fracture Toughness of a Soft Viscoelastic AdhesiveXingwei Yang, Michael J. Wald, Ryan Birringer, Jonathan Kemling, Aaron Hedegaard, John Martin, Jason Clapper, Rong Longdoi:10.1016/j.jmps.2024.105797一种软粘弹性胶粘剂的内在断裂韧性The fracture toughness of inelastic materials consists of an intrinsic component associated with the crack tip fracture process and a dissipative component due to bulk dissipation. Experimental characterization of the intrinsic component of fracture toughness is important for understanding the fracture mechanism and predictive modeling of the fracture behavior. Here we present an experimental study on the intrinsic toughness of a soft viscoelastic adhesive. We first obtained full-field and full-history data of the displacement and deformation fields in pure shear fracture tests using a particle tracking method. By combining these data with a nonlinear constitutive model, we extracted the intrinsic toughness through an energy balance analysis. A two-stage crack propagation behavior was observed in our fracture experiments: under monotonic loading the crack first underwent a slow propagation stage and then suddenly entered a fast propagation stage. We found that the intrinsic toughness was highly scattered for the slow propagation stage, but remained consistent for the fast propagation stage. Further examination of the fracture surface and the onset of fast propagation revealed that transition from the slow to the fast propagation stage was governed by the applied stretch and was likely due to a change in the crack tip fracture process.非弹性材料的断裂韧性由与裂纹尖端断裂过程有关的固有分量和由于体积耗散而产生的耗散分量组成。断裂韧性固有成分的实验表征对于理解断裂机理和断裂行为的预测建模具有重要意义。本文对软粘弹性胶粘剂的固有韧性进行了实验研究。我们首先利用颗粒跟踪方法获得了纯剪切断裂试验中位移和变形场的全场和全历史数据。将这些数据与非线性本构模型相结合,通过能量平衡分析提取固有韧性。在我们的断裂实验中观察到两阶段的裂纹扩展行为:在单调加载下,裂纹先经历缓慢扩展阶段,然后突然进入快速扩展阶段。研究发现,在缓慢扩展阶段,本征韧度高度分散,而在快速扩展阶段,本征韧度保持一致。对断口表面和快速扩展开始的进一步检查表明,从缓慢扩展到快速扩展阶段的转变是由施加的拉伸控制的,可能是由于裂纹尖端断裂过程的变化。Mechanics of MaterialsA high-rate, impact-driven biaxial fragmentation experiment for ductile materialsGary Simpson, Justin Moreno, Matthew Shaeffer, K.T. Rameshdoi:10.1016/j.mechmat.2024.105102一种高速率、冲击驱动的延性材料双轴破碎实验The experimental investigation of high strain rate fragmentation has generally been limited to one of two cases: analytically powerful but simple one-dimensional loading configurations, or complicated multiaxial experiments more closely approximating use applications. The former, exemplified by Mott-style ring fragmentation, promotes simple and confident analysis—forming the backbone of the field and revealing the basic nature of dynamic fragmentation in solids—but ignores some critical mechanisms in order to achieve that simplicity. The latter, while informing applications of interest such as ballistic impact, may provide limited insight and is often difficult to access diagnostically. This work presents an attempt to help bridge the gap between 1D ring expansion and 3D fragmentation experiments in the form of impact driven, high-strain-rate biaxial tensile fragmentation experiments. The impact target system consists of a thin specimen plate and a thick polymer impact buffer. The latter serves as a fluid-like medium allowing momentum transfer between an impacting projectile and a rapidly growing near-hemispherical bulge in the specimen plate. The deformation of the specimen and fragmentation pattern are observed using ultra-high-speed optical imaging as well as flash x-ray imaging, and individual fragments are recovered and characterized post-mortem. Using this method, the fragmentation behavior of 6061-T6 Aluminum is investigated at tensile strain rates exceeding 10^5s−1 and at higher stress triaxiality than that commonly achieved.对高应变速率破碎的实验研究通常局限于两种情况之一:分析能力强但简单的一维加载配置,或更接近使用应用的复杂多轴实验。前者以莫特式环破碎为例,促进了简单而可靠的分析,成为该领域的支柱,并揭示了固体动态破碎的基本性质,但为了实现这种简单性,忽略了一些关键机制。后者虽然为弹道撞击等相关应用提供了信息,但可能提供的洞察力有限,而且往往难以进行诊断。本研究试图通过冲击驱动的高应变率双轴拉伸碎裂实验,弥合一维环形膨胀和三维碎裂实验之间的差距。冲击目标系统由薄试样板和厚聚合物冲击缓冲器组成。后者是一种类似于流体的介质,允许撞击弹丸和试样板上迅速增大的近半球形凸起之间进行动量传递。使用超高速光学成像和闪光 X 射线成像技术观察试样的变形和碎裂模式,并在死后回收和鉴定单个碎片。利用这种方法,可以研究 6061-T6 铝在拉伸应变速率超过 10^5s-1 和应力三轴度高于通常情况下的碎裂行为。Thin-Walled StructuresLocalized loading behavior of cold-formed stainless steel RHS under Interior-One-Flange load case at elevated temperaturesChen-Yu Xu, Hai-Ting Lidoi:10.1016/j.tws.2024.112265高温下冷弯不锈钢RHS内单法兰局部加载行为The localized loading behavior of cold-formed stainless steel (CFSS) rectangular hollow section (RHS) members at elevated temperatures is investigated in this paper. Fifteen localized loading tests conducted at various temperatures up to 800°C were reported. The tests were carried out under the Interior-One-Flange (IOF) load case as specified in American Specification for the design of cold-formed stainless steel structural members. Tensile coupon tests were performed to obtain the material properties of the CFSS RHS at various temperatures. Detailed information on dimensions, temperature history, failure modes, load-deformation curves, localized loading capacities of specimens at various temperatures were presented. In addition, a numerical investigation was supplemented, where a total of 192 finite element (FE) analyses were undertaken after validation of developed FE model against the elevated-temperature test results. The influence of various parameters on the localized loading capacities of CFSS RHS at different temperatures under IOF load case was revealed. The obtained results were utilized to assess the applicability of the localized loading design provision for CFSS RHS under IOF load case codified in the American Specification to elevated temperature conditions. Moreover, the results were also compared with predictions based on existing design rules in literatures for cold-formed RHS at elevated temperatures. Furthermore, reliability analyses were carried out to assess the reliability levels of the assessed design methods. It is shown that the existing design rules can generally provide conservative and reliable predictions of the localized loading capacities for the CFSS RHS under IOF load case at elevated temperatures.研究了冷弯不锈钢(CFSS)矩形空心截面构件在高温下的局部加载行为。报告了在800°C的不同温度下进行的15次局部加载试验。试验是在美国冷弯不锈钢结构构件设计规范中规定的内单法兰(IOF)荷载工况下进行的。对CFSS RHS材料在不同温度下的性能进行了拉伸试验。给出了试件在不同温度下的尺寸、温度历史、破坏模式、荷载-变形曲线、局部加载能力等详细信息。此外,还补充了一项数值研究,在将开发的有限元模型与高温试验结果进行验证后,进行了总共192次有限元分析。揭示了在IOF工况下,不同温度下各参数对CFSS RHS局部承载能力的影响。利用获得的结果来评估CFSS RHS在美国规范中规定的IOF荷载情况下局部加载设计条款在高温条件下的适用性。此外,还将结果与基于现有设计规则的高温冷弯RHS预测结果进行了比较。此外,还进行了可靠性分析,以评估所评估的设计方法的可靠性水平。结果表明,现有设计规则一般能保守可靠地预测高温工况下CFSS RHS局部载荷能力。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