在分层的同性结构中堆叠工程:从2D到3D架构的过渡
Jiamin Wang1,2, Fang Cheng3, Yan Sun4
1Changchun Institute of Optics, Fine Mechanics & Physics (CIOMP), Chinese Academy of Sciences, Changchun 130033, P. R. China. xuhai@ciomp.ac.cn.
Physical chemistry chemical physics : PCCP
|February 21, 2024
概括
人工二维同型结构的堆叠工程正在迅速发展. 对三维 (3D) 材料的研究提供了克服局限性的新途径,并为未来的应用释放了分层材料的全部潜力.
科学领域:
- 材料科学 材料科学 材料科学
- 凝聚物质物理学 凝聚物质物理学
- 纳米技术纳米技术
背景情况:
- 具有定制性质的人工材料对于电子,自旋电子,光电子,催化和能量储存至关重要.
- 原子薄的二维 (2D) 材料可以通过堆叠工程创建人工异构结构.
- 最近的兴趣转向了同性结构,这涉及堆叠相同的2D层.
研究的目的:
- 为提供对2D同型结构堆叠工程进步的概述.
- 探索人工层材料的三维 (3D) 结构的发展.
- 突出在3D材料中堆叠工程的潜力,以了解堆叠效应和推进应用.
主要方法:
- 专注于堆叠工程技术,以精确控制层对齐 (转换/旋转).
- 审查最近在2D homostructures的设计和制造方面的进展.
- 研究来自2D构建块的新兴3D材料架构.
主要成果:
- 展示了对2D同性结构中层间自由度的精确控制.
- 识别当前2D同型结构设计中的局限性.
- 探索3D材料设计以解决2D限制并增强材料性能.
结论:
- 堆叠工程是解锁人工分层材料中新性质的关键.
- 3D材料堆叠的进步为材料发现和设备应用提供了新的途径.
- 未来对3D堆叠的研究将为堆叠效应提供更深入的见解,并推动创新.
相关概念视频
Introduction to Structures
1.1K
A structure is defined as a system of interconnected members designed to support or transfer forces and successfully withstand the loads acting on them. The internal forces of a structure can be determined by decomposing the structure and analyzing the free-body diagrams of the individual members or of a combination of members. This helps in understanding the structural elements' behavior and ensuring that the structure is stable and can withstand the subjected loads.
There are three main...
There are three main...
1.1K
Indeterminate Structure
536
Indeterminate structures refer to structures where internal forces and reactions cannot be determined using only the equations of static equilibrium. Indeterminate structures have more unknown forces and reaction forces than equations of static equilibrium that can be used to determine them. Indeterminate structures are often used in engineering to create complex, efficient, and aesthetically pleasing structures. There are various types of indeterminate structures used in engineering and...
536
Space Trusses
789
A space truss is a three-dimensional counterpart of a planar truss. These structures consist of members connected at their ends, often utilizing ball-and-socket joints to create a stable and versatile framework. The space truss is widely used in various construction projects due to its adaptability and capacity to withstand complex loads.
At the core of a space truss lies the fundamental unit known as the tetrahedron. This structure is composed of six members that form a three-dimensional shape...
At the core of a space truss lies the fundamental unit known as the tetrahedron. This structure is composed of six members that form a three-dimensional shape...
789
Transformation of Plane Strain
165
When analyzing elongated structures like bars subjected to uniformly distributed loads, it is essential to understand the transformation of plane strain when coordinate axes are rotated. This transformation helps to assess how material deformation characteristics vary with orientation, which is crucial in materials science and structural engineering.
Under plane strain conditions, typical for members where one dimension significantly exceeds the others, deformations and resultant strains are...
Under plane strain conditions, typical for members where one dimension significantly exceeds the others, deformations and resultant strains are...
165
Unsymmetric Loading of Thin-Walled Members
112
Thin-walled members with non-symmetrical cross-sections are vital to engineering structures, offering material efficiency and structural integrity. However, unsymmetrical loading on these members leads to complex stress distributions, resulting in simultaneous bending and twisting can cause deformation or structural failure. The interaction between bending and twisting requires detailed analysis to ensure structural resilience.
The concept of the shear center is crucial in countering the...
The concept of the shear center is crucial in countering the...
112
Transformation of Plane Stress
228
Studying stress transformation is essential in understanding how stress components within a material, like a cube under plane stress, change with rotation. This change is analyzed by considering a prismatic element within the cube. As the element rotates, the stress components acting on it—both normal and shearing stresses—change in magnitude and orientation. This change is quantified using trigonometric functions of the rotation angle, relating the forces acting on the rotated element's...
228


