今日更新:International Journal of Solids and Structures 2 篇,Journal of the Mechanics and Physics of Solids 1 篇,Computer Methods in Applied Mechanics and Engineering 1 篇,Thin-Walled Structures 2 篇
Computation of the crack opening displacement in the phase-field model
Chen Lin, Wang Zhao, Li Bin, de Borst René
doi:10.1016/j.ijsolstr.2023.112496
相场模型中裂缝张开位移的计算
The phase-field model treats discrete cracks in a smeared sense by a regularisation technique. It holds attractive properties: there is no need to consider cracks as geometric discontinuities, and it avoids remeshing around crack tips. The method has been employed in the analysis of brittle and cohesive fracture problems. In the brittle fracture model, a Griffith-like energy functional is used in the simulation, while in the cohesive fracture model, the fracturing problem exploits a displacement jump governed energy functional. Obviously, the displacement jump is crucial in the cohesive fracture model and in certain other applications, e.g. for hydraulic fracturing. In the current study, the approximated form of the crack opening displacement is derived for the brittle and cohesive fracture models. In both models, the crack opening displacement is associated with a line integral normal to the crack, but different factors in front of the integral apply. The derived integrals are verified analytically in a one-dimensional setting and numerically in multi-dimensional set-ups, featuring straight and curved cracks.
相场模型通过正则化技术,在抹平的意义上处理离散裂缝。它具有以下诱人的特性:无需将裂纹视为几何不连续性,而且避免了裂纹尖端周围的重合。该方法已被用于分析脆性和内聚性断裂问题。在脆性断裂模型中,模拟使用了类似格里菲斯的能量函数,而在内聚断裂模型中,断裂问题利用了受位移跃迁支配的能量函数。显然,位移跃迁在内聚压裂模型和某些其他应用(如水力压裂)中至关重要。在当前的研究中,针对脆性和内聚性断裂模型推导出了裂缝张开位移的近似形式。在这两种模型中,裂缝张开位移都与裂缝法线积分有关,但积分前的系数不同。推导出的积分在一维环境下进行了分析验证,在多维环境下进行了数值验证,包括直线和曲线裂缝。
Simple tension three ways
Murphy J.G.
doi:10.1016/j.ijsolstr.2023.112497
三种简单的拉力方式
The consequences of using a principal Cauchy stress formulation of simple tension of cuboid specimens are explored within the context of incompressible isotropic materials, with the prototypical neo-Hookean material used to illustrate the main ideas. When simple tension is defined in this way it is shown that there are three natural Cartesian forms for the Cauchy stress: the conventional form, a plane stress form and a uniform stress form. A deformation consistent with each of these forms is obtained for the neo-Hookean material and it is shown that that there are some counter-intuitive effects. It is also shown that the plane stress form of simple tension could alternatively describe the effect of applying equal and opposite forces to opposite edges of a cuboid specimen, with the uniform stress form describing the effect of applying these forces to opposite corners of a cuboid.
在不可压缩各向同性材料的背景下,探讨了对立方体试样的简单拉伸使用主考赫应力公式的后果,并使用新胡克材料原型来说明主要观点。以这种方式定义简单拉伸时,可以发现考奇应力有三种自然的笛卡尔形式:传统形式、平面应力形式和均匀应力形式。对于新胡肯材料,可以得到与上述每种形式一致的变形,并证明存在一些反直觉效应。研究还表明,简单拉伸的平面应力形式可替代描述在长方体试样的相对边缘施加等效和相反力的效果,而均匀应力形式则描述在长方体的相对角上施加这些力的效果。
A nanofibril network model of biological silks
Yan Yi, Shao Yue, Zhao Hong-Ping, Feng Xi-Qiao, Deng Zi-Chen
doi:10.1016/j.jmps.2023.105448
生物丝的纳米纤维网络模型
Biological silks produced by, for examples, spiders and silkworms exhibit exceptional mechanical properties, including high strength, toughness, and extensibility, which arise from their optimized hierarchical structures. Understanding the relationship between their structures and properties is crucial for the design of bioinspired materials. However, it remains a challenge to recapitulate their macroscopic mechanical behaviors of biological silks with a micromechanical model that integrates the physical mechanisms of deformation and failure, such as molecular unfolding and nanofibrous remodeling. In this paper, we propose a nanofibril network (NFN) model to analyze the deformation, damage, and fracture processes of biological silks. The NFN model reveals how molecular unfolding affects the deformation and fracture of biological silks at the nanofibril scale. It is observed that molecular unfolding consecutively occurs, evolving into band or elliptical morphologies with increasing tensile strain. Intermolecular hydrogen bonds tend to stabilize the expansion of unfolding zones. The NFN model also unveils how the instability of molecular unfolding is suppressed by nanofibrous architecture and how intermolecular hydrogen bonds interact with intramolecular unfolding to toughen the biological silk. This work provides a theoretical tool for studying and designing biomimetic nanofibrous materials.
由蜘蛛和家蚕等生产的生物丝具有优异的机械性能,包括高强度、韧性和延展性,这些都源于其优化的分层结构。了解其结构与性能之间的关系对于设计生物启发材料至关重要。然而,如何通过微观力学模型再现生物蚕丝的宏观力学行为仍是一个挑战,该模型整合了变形和失效的物理机制,如分子展开和纳米纤维重塑。在本文中,我们提出了一种纳米纤维网(NFN)模型来分析生物蚕丝的变形、损伤和断裂过程。NFN 模型揭示了分子折叠如何在纳米纤维尺度上影响生物蚕丝的变形和断裂。据观察,随着拉伸应变的增加,分子连续发生解折,并演变成带状或椭圆形形态。分子间氢键倾向于稳定解折区的扩展。NFN 模型还揭示了纳米纤维结构如何抑制分子解折的不稳定性,以及分子间氢键如何与分子内解折相互作用以增强生物蚕丝的韧性。这项工作为研究和设计仿生物纳米纤维材料提供了理论工具。
The quad layout immersion: A mathematically equivalent representation of a surface quadrilateral layout
Shepherd Kendrick M., Hiemstra René R., Hughes Thomas J.R.
doi:10.1016/j.cma.2023.116445
四边形布局沉浸:表面四边形布局的数学等价表示法
Quadrilateral layouts on surfaces are essential for defining quadrilateral meshes, for fitting splines for engineering design and analysis, and for texture mapping in computer graphics. Previous work has characterized such layouts as a special mapping with extensive integer constraints, as a special metric on a surface, or as a meromorphic quartic differential with finite trajectories. In this work, a surface quadrilateral layout is alternatively characterized as a special immersion of a cut representation of the surface into the Euclidean plane. We call this a quad layout immersion. This characterization, while posed in smooth topology, naturally generalizes to piecewise-linear representations. As such, it mathematically describes and generalizes integer grid maps, which represent the current state-of-the-art. Due to its generality, the proposed representation supports a range of different computational methods to extract quadrilateral layouts. This is demonstrated by several computational examples, including the extraction of quadrilateral layouts on a 1996 Dodge Neon.
曲面上的四边形布局对于定义四边形网格、工程设计和分析中的花键拟合以及计算机图形学中的纹理映射至关重要。以往的工作将这种布局描述为具有广泛整数约束的特殊映射、表面上的特殊度量或具有有限轨迹的单态四微分。在本研究中,曲面四边形布局的另一个特征是将曲面的切面表示特殊浸入欧几里得平面。我们称之为四边形布局浸入。这种表征虽然是在光滑拓扑中提出的,但可以自然地推广到片断线性表征中。因此,它在数学上描述并概括了代表当前最先进技术的整数网格映射。由于其通用性,所提出的表示法支持一系列不同的计算方法来提取四边形布局。几个计算实例证明了这一点,包括提取 1996 年道奇霓虹汽车上的四边形布局。
Elastic effect on the final deflection of rigid-plastic square plates under pulse loading
Hu Qingjie, Zhu Ling, Yu T.X.
doi:10.1016/j.tws.2023.111238
脉冲加载下刚塑方形板最终挠度的弹性效应
Rigid-perfectly plastic (R-PP) models are widely employed in the study of structural impact dynamics. However, due to the complexity of dynamic elastic-plastic behavior and the limitations of numerical simulation, it is of great significance to evaluate the elastic effect on the structural response to pulse loading. This paper examines the validity of the R-PP theoretical solutions on large deflection of pulse-loaded square plates. First, by exploring the characteristic of “plastic membrane” and considering the effect of membrane forces and bending moments on energy dissipation, an energy ratio R and a characteristic time ratio are precisely defined. Then based on the R-PP complete solutions recently developed for square plates under rectangular pressure pulse, the discrepancies in final deflection and in saturated impulse between the R-PP theoretical predictions and the elastic-perfectly plastic (E-PP) simulation results are evaluated and elaborated. It is revealed that the discrepancy in final deflection is dependent on the dimensionless stiffness ζplate and the dimensionless pulse magnitude λ. Moreover, the discrepancies in final deflection are compared between square plates and beams via a thorough analysis of key parameters, indicating that most characteristics of the elastic effect are similar for both cases, i.e., the R-PP solutions for both square plates and beams can reliably provide theoretical predictions for engineering applications if energy ratios R>5, with no limitation on the pulse duration. With the same geometric and material parameters, however, the energy ratio R of square plates is about twice that of beams, the discrepancy in final deflection of plates is larger than that of beams, but the absolute value of the discrepancy in final deflection for the clamped square plates remains in the order of 1/(1.5R) and can be bounded by 1/[4λ(λ-1)].
刚性-完全塑性(R-PP)模型被广泛应用于结构冲击动力学研究中。然而,由于动态弹塑性行为的复杂性和数值模拟的局限性,评估弹性效应对脉冲加载结构响应的影响具有重要意义。本文研究了脉冲加载方形板大挠度的 R-PP 理论解的有效性。首先,通过探讨 "塑性膜 "的特性,并考虑膜力和弯矩对能量耗散的影响,精确定义了能量比 R 和特性时间比。然后,基于最近开发的矩形压力脉冲下方形板的 R-PP 完整解决方案,评估并阐述了 R-PP 理论预测与弹性全塑(E-PP)模拟结果之间在最终挠度和饱和冲量方面的差异。结果表明,最终挠度的差异取决于无量纲刚度 ζplate 和无量纲脉冲幅度 λ 有关。此外,通过对关键参数的深入分析,比较了方形板和横梁最终挠度的差异,表明两种情况下弹性效应的大部分特征是相似的,即如果能量比 R>5 且脉冲持续时间不受限制,方形板和横梁的 R-PP 解决方案都能为工程应用提供可靠的理论预测。然而,在几何和材料参数相同的情况下,方形板的能量比 R 约为梁的两倍,板的最终挠度偏差大于梁的最终挠度偏差,但夹紧方形板的最终挠度偏差的绝对值仍保持在 1/(1.5R)的数量级,并可由 1/[4λ(λ-1)]限定。
Postfire performance of pultruded wood-cored GFRP sandwich beams
Zhang Lingfeng, Liu Weiqing, Omar Ahmed Ahmad, Ling Zhibin, Yang Dongdong, Liu Yan
doi:10.1016/j.tws.2023.111240
拉挤木芯 GFRP 夹层梁的火后性能
Wood-cored sandwich components have been extensively used in constructions of buildings and bridges. However, the existing studies on the postfire behavior of these components are very limited. This study aims to quantitatively evaluate the postfire residual properties of the pultruded wood-cored GFRP sandwich (PWGS) beams. This paper mainly comprises three parts: (i) review of fire experiment of the PWGS beams; (ii) postfire bending experiments conducted on the PWGS beams with different fire scenarios and (iii) numerical study on thermal and postfire thermomechanical responses. It was found the failure modes mainly depended on the number of exposed sides and the fire damage degree. For the three-sided fire-exposed specimens (except for the one with a 25 mm-thick calcium silica board), the progressive tension rapture of the charred fibers was the dominant failure mode. The other specimens, however, exhibited the brittle in-plane shear failure of the web. Moreover, after cooling down from 250 оC to 20 оC, the GFRP and wood exhibited 68 % and 35 % of recoveries of elastic modulus respectively. A three-dimensional thermal model with kinetic thermophysical sub-models considering heat transfer, water evaporation and decomposition was developed. The developed thermal model accurately predicted the temperature responses and charring profiles. Furthermore, a thermomechanical model considering the material damage was developed to accurately predict the elastic modulus distribution, postfire residual bending capacity and failure modes. This study provides the basis for the retrofit and the reinforcement of the fire-damaged PWGS beams. In the future, study on the fire resistance of the PWGS components in fire will be required.
木芯夹层构件已广泛应用于建筑物和桥梁的建造中。然而,现有关于这些构件火灾后行为的研究非常有限。本研究旨在定量评估拉挤木芯 GFRP 夹层(PWGS)梁的火灾后残余特性。本文主要包括三个部分:(i) PWGS 梁的火灾实验回顾;(ii) 在不同火灾情况下对 PWGS 梁进行的火灾后弯曲实验;(iii) 热响应和火灾后热力学响应的数值研究。研究发现,破坏模式主要取决于暴露面的数量和火灾破坏程度。对于三面受火的试样(厚度为 25 毫米的硅钙板试样除外),烧焦纤维的渐进拉伸骤变是主要的破坏模式。而其他试样则表现为腹板的脆性平面剪切破坏。此外,从 250 ℃ 冷却到 20 ℃ 后,GFRP 和木材的弹性模量分别恢复了 68% 和 35%。开发的三维热模型包含动力学热物理子模型,考虑了热传导、水分蒸发和分解。所开发的热模型准确地预测了温度响应和炭化曲线。此外,还开发了一个考虑材料损伤的热力学模型,以准确预测弹性模量分布、火灾后的残余抗弯能力和破坏模式。这项研究为火灾损坏的 PWGS 梁的改造和加固提供了依据。今后,还需要对 PWGS 组件在火灾中的耐火性能进行研究。