走向可持续复合结构:对单向亚麻纤维增强聚合物的实验性表征和损伤建模
Martin Stejskal1, Frantisek Sedlacek1, Ondrej Spacek1
1Faculty of Mechanical Engineering, University of West Bohemia, Univerzitni 2732/8, 301 00 Pilsen, Czech Republic.
Polymers
|November 27, 2025
概括
本研究将连续损伤力学 (CDM) 应用于亚麻纤维增强聚合物 (FFRP),创建准确的模型来预测可持续复合材料的损伤. 这使得环境友好型结构应用的虚拟原型更好地实现.
科学领域:
- 材料科学 材料科学 材料科学
- 机械工程 机械工程
- 可持续工程 可持续工程
背景情况:
- 对可持续工程解决方案的需求日益增长.
- 自然纤维增强复合材料 (NFC),特别是亚麻纤维增强聚合物 (FFRP),是合成复合材料的环保替代品.
- 需要用于结构应用的FFRP中的渐进性内层损伤的预测模型.
研究的目的:
- 将连续损伤力学 (CDM) 方法应用于单向 (UD) FFRP.
- 解决渐进性内膜损伤的预测建模中的关键缺口.
- 通过验证的建模来支持可持续的结构应用.
主要方法:
- 系统的实验性表征,以确定天然纤维的材料参数.
- 在多个层状结构上使用准静态测试对CDM模型进行校准.
- 在西门子Simcenter Samcef.中通过有限元分析 (FEA) 验证CDM模型.
主要成果:
- 该CDM模型准确地捕捉了纹亚麻环氧层中的非线性行为和损伤机制.
- 预测准确度达到了97.61% (力位移) 和88.98% (开孔拉伸试验).
- 证明了可持续复合结构的强大的虚拟原型设计能力.
结论:
- 经过验证的对环保NFCs的损害建模方法.
- 促进可持续复合材料的设计优化和生命周期评估.
- 支持在汽车,船舶和建筑行业加快采用FFRP.
关键词:
这是一个CDM,CDM是CDM.欧洲经济论坛 (EEA) 是一个国际论坛.这就是为什么OHT OHT.实验测试 实验测试 实验测试 实验测试用亚麻纤维增强的聚合物.内膜内膜损伤的损伤机械性能 机械性能 机械性能虚拟原型设计是虚拟的原型设计.更多相关视频
07:15A Testing Platform for Durability Studies of Polymers and Fiber-reinforced Polymer Composites under Concurrent Hygrothermo-mechanical Stimuli
Published on: December 11, 2014
14.2K
07:53Cutting Procedures, Tensile Testing, and Ageing of Flexible Unidirectional Composite Laminates
Published on: April 27, 2019
8.7K
相关概念视频
Fiber Reinforced Concrete
313
Fiber-reinforced concrete significantly enhances the structural and nonstructural properties of traditional concrete by incorporating fibers like steel, glass, and polymers. These fibers, varying from natural ones such as sisal and cellulose to manufactured ones like polypropylene and Kevlar, are mixed into hydraulic cement with aggregates. Steel fibers, often preferred for their robustness, contribute to improved ductility, toughness, and post-cracking performance. The concrete is classified...
313
Bending of Members Made of Several Materials
545
In analyzing a structural member composed of two different materials with identical cross-sectional areas, it is crucial to understand how their distinct elastic properties affect the member's response under load. The analysis involves assessing stress and strain distributions using the transformed section concept, which accounts for variations in material properties.
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each material's...
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each material's...
545
Plastic Deformations
387
It is essential to understand how structural members behave under plastic deformation when the bending stress exceeds the material's yield strength. This state of deformation permanently alters the shape of the member, in contrast to the linear elastic behavior observed before yielding. The strain at any point in the member is expressed in terms of maximum strain. Notably, the neutral axis, which coincides with the centroid during elastic bending, shifts away from the centroid under plastic...
387
Plastic Deformations
409
Plastic deformation represents a fundamental concept in materials science, which explains the irreversible change in the shape of a material when it experiences stress beyond its elastic capability. This phenomenon is important in structural engineering, especially in designing and analyzing cantilever beams—structures that are securely fixed at one end and bear loads at the opposite end. When these beams are subjected to loads within their elastic range, they will return to their...
409
Fatigue
784
Fatigue occurs when materials rupture under repeated or fluctuating loads, even at stress levels far below their static breaking strength. It typically results in brittle failure, even for ductile materials. It is a critical consideration in designing machines and structural components subjected to repetitive or varying loads. The nature of these loadings can range from fluctuating loads like unbalanced pump impellers causing vibrations to repeatedly bending a thin steel rod wire back and forth...
784
Members Made of Elastoplastic Material
353
The behavior of elastoplastic materials under bending stresses, particularly in structural members with rectangular cross-sections, is crucial for predicting material responses and understanding failure modes. Initially, when a bending moment is applied, the stress distribution across the section follows Hooke's Law and is linear and elastic. This distribution means the stress increases from the neutral axis to the maximum at the outer fibers, up to the elastic limit.
As the bending moment...
As the bending moment...
353
