在模拟纤维增强复合材料的损伤行为时使用扩展有限元法的一些特点
1Institute of Mathematics and Descriptive Geometry, Faculty of Civil Engineering, Brno University of Technology, 613 00 Brno, Czech Republic.
Materials (Basel, Switzerland)
|May 7, 2025
概括
本研究使用扩展有限元素方法 (XFEM) 建模了纤维增强复合材料,重点关注化陶中裂纹的行为. 它建议对粘弹性材料的精确应力计算进行修改.
科学领域:
- 材料科学 材料科学 材料科学
- 计算力学 计算力学 计算力学
背景情况:
- 纤维增强复合材料在工程应用中至关重要.
- 了解裂的发起和传播对于材料的完整性至关重要.
- 化陶是广泛使用的短纤维陶.
研究的目的:
- 用扩展有限元素方法 (XFEM) 建模纤维增强复合材料的裂纹启动和传播.
- 在粘弹性条件下的化陶中研究XFEM的特殊性和必要的修改.
- 在裂前线之前推准确的宏观应力计算方法.
主要方法:
- 使用扩展的有限元素方法 (XFEM).
- 基于化的陶作为代表性的短纤维陶的建模.
- 在外部应力下分析材料的行为,特别是在粘弹性范围内.
主要成果:
- 在将XFEM应用于化陶的特殊情况.
- 讨论了为提高准确性而对XFEM进行必要的修改.
- 强调了对裂传播的精确宏观应力计算的重要性.
结论:
- 可以有效地修改XFEM以模拟纤维增强复合材料的裂纹行为.
- 精确的应力计算是预测在操作条件下的材料性能的关键.
- 该研究为增强XFEM对粘性弹性材料的预测能力提供了建议.
相关概念视频
Bending of Members Made of Several Materials
131
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...
Hooke's Law determines stress in each material, stating that stress is proportional to strain but varies due to each...
131
Members Made of Elastoplastic Material
92
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...
92
Fatigue
166
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...
166
Plastic Deformations
97
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...
97
Residual Stresses in Bending
140
In the study of elastoplastic members subjected to bending moments, understanding the loading and unloading phases is crucial for assessing material behavior and structural integrity. During the loading phase, as the bending moment increases, the material initially responds elastically, adhering to Hooke's Law, where stress is directly proportional to strain. When the load exceeds the yield strength, plastic deformation occurs, resulting in permanent strain and deformation that remains even...
140
Eccentric Loading
293
Eccentric loading is a crucial concept in the study of structural engineering and mechanics, particularly when analyzing the stability and stress distribution in columns. Unlike centric loading, where the force is applied along the centroidal axis, causing uniform compression, eccentric loading occurs when a force is applied off-center. This off-center application introduces not only direct compressive stress but also bending stress, significantly influencing the column's behavior under...
293


