课题基金 / 基金详情

A Study of Deformation and Macroscopic Damage in Engineered Architected Materials

A Study of Deformation and Macroscopic Damage in Engineered Architected Materials
工程建筑材料的变形和宏观损伤研究
批准号:
1952873
负责人:
Arun Srinivasa
金额:
$49.02万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2020
资助国家:
美国
项目状态:
未结题
起止时间:
2020-10-01 至 2025-03-31

项目摘要

项目成果

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中文摘要
翻译
该基金将重点研究一种新的方法来研究和模拟建筑材料结构的力学行为。这些结构是用一种或多种材料特别设计的,具有受控的精细尺度宏观空间布置。这样的材料结构在重量节省(相对密度通常低至0.1 - 0.2)和原材料的最佳使用方面提供了显著的优点,而没有刚度或强度值的显著损失。 然而,它们容易突然局部倒塌,材料储备承载能力显着降低,特别是当结构包含缺陷或穿孔时。由于这些故障模式目前无法很好地预测,设计人员被迫施加更大的安全系数,限制了它们的使用,并消除了它们的重量优势和资源节约。该研究将研究基于机器学习的方法,以更深入地科学理解和洞察精细尺度响应的主要模式以及它如何影响结构的耐久性。由此产生的见解将用于开发软件,以快速模拟这些材料的响应和可能的损坏,适合设计迭代。反过来,这将有助于设计人员创建优化的架构,以实现所需的性能。通过提供在部署之前预测这些材料的强度,刚度和损伤容限的能力,这项研究将使设计人员能够证明建筑材料结构的性能和耐久性。这项研究将与教育和推广活动紧密结合,旨在向广大受众介绍设计和使用建筑材料的演示,动手活动和课程开发。研究工作的主要目的是调查变形的主要模式,工程建筑材料的非弹性和局部损伤的物理实验和模拟该方法基于(1)使用完全离散的结构水平建模方法来模拟响应,使得精细尺度特征不被“涂抹”(2)用少量的精细尺度自由度增加宏观变形(3)使用力学驱动的机器学习方法来分析来自实验和详细模拟的数据,以提取变形和损伤的最重要的精细尺度模式以及本构参数;这将用具有广泛适用性的系统方法取代当前的ad-hoc“基于直觉”的方法。 通过这一过程,我们还希望为这些材料的行为的结构级建模创建一种新的策略,该策略能够解释精细尺度的变形,并且其尺度比建筑材料的单元尺寸大几个数量级,而不会损失准确性。这被认为是直接使用精细尺度有限元分析(FEA)进行此类研究的首选方案,后者非常昂贵(甚至不可能)且耗时,因此无法对建筑材料结构进行真实建模。该奖项反映了NSF的法定使命,并被认为值得通过使用基金会的智力价值和更广泛的影响审查标准进行评估来支持。
英文摘要
This grant will focus on investigating a novel approach to the study and simulation of the mechanical behavior of architected material structures. These structures are specially engineered with one or more materials with controlled fine scale macroscopic spatial arrangements. Such material structures offer significant advantages in terms of weight savings (relative densities often as low as 0.1 - 0.2) and optimal use of raw material, with no significant loss of stiffness or strength values. However, they are prone to sudden localized collapse and the material reserve load capacity is significantly reduced, especially when the structure contains flaws or perforations. Because these failure modes cannot be currently predicted well, designers are forced to impose larger safety factors, limiting their use and obviating their weight advantage and resource savings. The research will investigate machine learning based methods to gain a deeper scientific understanding and insight into the principal modes of fine scale response and how it affects the durability of the structure. The resulting insights will then be used to develop software to rapidly simulate the response and likely damage to these materials that is suitable for design iterations. This, in turn, will help designers to create optimized architectures for achieving required performance. By providing the ability to predict the strength, stiffness, and damage tolerance of such materials before they are deployed, this research will enable designers to certify the performance and durability of architected material structures. The research will be closely coupled with educational and outreach activities aimed at introducing the design and use of architected materials with demonstrations, hands on activities and curriculum development to a wide audience. The primary objective of the researched work is to investigate the principal modes of deformation, inelasticity and localized damage in Engineered Architected Materials using a concurrent physical experimentation and modeling (theoretical as well as computational).The approach is based on (1) using a completely discrete structural level modeling approach for simulating the response so that the fine scale features are not “smeared out” (2) augmenting the macroscopic deformations with a small number of fine scale degrees of freedom (3) using a mechanics driven machine learning approach to analyze the data from experiments and detailed simulations to extract the most important fine scale modes of deformation and damage and the constitutive parameters; this will replace current ad-hoc “intuition based” approaches with a systematic approach that has broad applicability. Through this process, we also expect to create a novel strategy for structural-level modeling of the behavior of these materials that is capable of accounting for the fine scale deformations and is yet at a scale that is several orders of magnitude larger than the cell size of architected materials, without loss of accuracy. This is considered a preferred alternative to directly using fine-scale Finite Element Analysis (FEA) for such studies, which are enormously expensive (or even impossible) and time consuming, thus precluding realistic modeling of architected material structures.This award reflects NSF's statutory mission and has been deemed worthy of support through evaluation using the Foundation's intellectual merit and broader impacts review criteria.
期刊论文(9)
专著(0)
科研奖励(0)
会议论文
Discrete differential geometry and its role in computational modeling of defects and inelasticity
离散微分几何及其在缺陷和非弹性计算建模中的作用
DOI: 10.1007/s11012-021-01335-1
发表时间: 2021
期刊: Meccanica
影响因子: 2.7
作者: [Srinivasa, A. R.]
通讯作者: Srinivasa, A. R.
Reformulation of the virtual fields method using the variation of elastic energy for parameter identification of $${\textbf {QR}}$$ decomposition-based hyperelastic models
使用弹性能量的变化重新表述虚拟场方法,用于 $${ extbf {QR}}$$ 基于分解的超弹性模型的参数识别
DOI: 10.1007/s00707-023-03626-y
发表时间: 2023
期刊: Acta Mechanica
影响因子: 2.7
作者: [Jiang, Mingliang, Du, Xinwei, Srinivasa, Arun, Xu, Jimin, Wang, Zhujiang]
通讯作者: Wang, Zhujiang
DOI: 10.1007/s00161-023-01252-6
发表时间: 2023-09
期刊: Continuum Mechanics and Thermodynamics
影响因子: 2.6
作者: [Y. S. Joshan;S. Santapuri]
通讯作者: Y. S. Joshan;S. Santapuri
Topology Optimization of Lightweight Structures With Application to Bone Scaffolds and 3D Printed Shoes for Diabetics
轻质结构的拓扑优化及其在骨支架和糖尿病患者 3D 打印鞋中的应用
DOI: 10.1115/1.4053396
发表时间: 2022
期刊: Journal of Applied Mechanics
影响因子: --
作者: [Wang, Zhujiang, Srinivasa, Arun, Reddy, J. N., Dubrowski, Adam]
通讯作者: Dubrowski, Adam
共 8 条
    Modeling and Computational Methodologies for the Simulation of the Response of Multifunctional Programmable Materials
    An Engineering Emphasis for Preparing Students for First-year Engineering Curricula
    海外基金