在高张力复合结构中纯曲和奇特曲的力学
Jimesh D Bhagatji1, Oleksandr G Kravchenko1, Sharanabasaweshwara Asundi1
1Department of Mechanical and Aerospace Engineering, Old Dominion University, Norfolk, VA 23529, USA.
Materials (Basel, Switzerland)
|February 24, 2024
概括
小卫星的超薄复合杆可以曲到14毫米而不会损坏. 先进的建模准确预测故障模式,使纳米微型级卫星能够更好地部署有效载荷设计.
科学领域:
- 材料科学 材料科学 材料科学
- 航空航天工程 航空航天工程
- 结构力学 结构力学
背景情况:
- 纳米和微型类卫星需要紧的可部署机制,具有高表面积和体积比率.
- 高应变材料和结构的进步对于开发这些机制至关重要.
- 超薄,高刚度 (UTHS) 复合杆是可部署结构的有希望的解决方案.
研究的目的:
- 研究UTHS复合梁在曲负荷下变形和故障机制.
- 开发和验证UTHS复合弹头的渐进性故障模型.
- 为纳米和微型级卫星的可部署有效载荷的设计提供信息.
主要方法:
- UTHS复合梁的制造. UTHS复合梁的制造.
- 实验测试包括四点曲和异常曲.
- 开发和应用连续损伤力学 (CDM) 模型用于有限元分析.
主要成果:
- UTHS复合杆可以维持14毫米的曲半径,纤维和矩阵损坏最小.
- 有限元分析准确地预测了局部横向纤维损伤和曲刚度 (15.6 N/mm).
- 模拟的变形阶段和物质损伤与实验结果密切匹配.
结论:
- 该研究提供了UTHS复合弹头的经过验证的渐进性损伤模型.
- 了解这些结构特征对于设计先进的可部署有效载荷至关重要.
- 这项研究支持下一代纳米和微卫星能力的发展.
相关概念视频
Bending
273
Pure bending is a fundamental concept in structural mechanics, essential for understanding how materials deform under symmetrical loads without direct forces. Pure bending occurs when prismatic members, such as beams, are subjected to equal and opposite moments that induce bending. The phenomenon is crucial as it allows for predicting stress distributions without the influence of axial or shear forces.
In pure bending, the bending stress in a beam is calculated based on the bending moment and...
In pure bending, the bending stress in a beam is calculated based on the bending moment and...
273
Bending of Members Made of Several Materials
149
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...
149
General Case of Eccentric Axial Loading
185
Unsymmetrical bending occurs when the bending moment applied to a structural member does not align with its principal axis. This misalignment leads to complex stress distributions and deflection patterns that differ from symmetrical bending, which are essential for designing structures to withstand different loading conditions.
Consider a member subjected to equal and opposite forces that are applied along a line that does not coincide with the member's neutral axis. In unsymmetrical...
Consider a member subjected to equal and opposite forces that are applied along a line that does not coincide with the member's neutral axis. In unsymmetrical...
185
Plastic Deformations
86
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...
86
Residual Stresses in Bending
173
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...
173
Eccentric Axial Loading in a Plane of Symmetry
193
Eccentric axial loading occurs when an axial load is applied away from the centroidal axis of a structural member. This scenario is common in engineering, where structural elements may not be directly aligned due to various design or functional requirements.
193


