分散工程元面的演变:德拜放松和折叠路径概念
Hammad Ahmed1, Buxiong Qi1,2, Xianzhong Chen3
1Institute of Photonics and Quantum Sciences, School of Engineering and Physical Sciences, Heriot-Watt University, Edinburgh, EH14 4AS, UK.
Light, science & applications
|June 24, 2025
概括
最近的超表面突破利用了二次德拜放松和折叠路径概念. 这促进了分散工程的进步,用于改进成像,光束成型和遮蔽应用.
科学领域:
- 光学和光子学 在光学和光子学.
- 材料科学 材料科学 材料科学
背景情况:
- 超表面为控制光线提供了新的方法.
- 分散工程对于先进的光学功能至关重要.
研究的目的:
- 探索新型的分散工程技术在元表面.
- 通过改进的超表面设计来增强光学应用.
主要方法:
- 使用第二阶段的德拜放松模型.
- 在超表面设计中实施折叠路径概念.
主要成果:
- 在分散控制方面取得了显著的改进.
- 在成像,光束造型和隐蔽方面表现出增强的性能.
结论:
- 第二阶德比耶放松和折叠路径概念对于基于地表的分散工程是有效的.
- 这些进步为下一代光学设备铺平了道路.
相关概念视频
Indeterminate Structure
1.3K
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...
1.3K
Residual Stresses in Bending
688
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...
688
Elastic Curve from the Load Distribution
588
The structural behavior of beams under distributed loads is critical for engineering analysis, which focuses on predicting how beams bend and react under such conditions. Different types of beams (e.g., cantilever, supported, or overhanging) behave differently under distributed load conditions.
For all beams, the analysis of the beam's reaction to distributed loads begins by understanding the relationship between a beam's load and the resulting shear forces and bending moments. Initially, this...
For all beams, the analysis of the beam's reaction to distributed loads begins by understanding the relationship between a beam's load and the resulting shear forces and bending moments. Initially, this...
588
Method of Superposition
2.2K
The method of superposition is a crucial technique in structural engineering, used to analyze the effect of multiple loads on beams. This approach involves calculating the deflection and slope for each load on a beam separately, and then summing these effects to determine the overall impact. It is applicable only when the beam material remains within its elastic limit, ensuring that deformations are linearly elastic.
When applying the method of superposition, each type of load—whether...
When applying the method of superposition, each type of load—whether...
2.2K
Design Example: Distributing Reinforcements in Concrete Sections
385
The topic explores the practical aspects of adjusting steel reinforcements within a concrete beam section to meet specific design requirements. When designing a reinforced concrete beam, it is essential to distribute the steel reinforcements properly to ensure structural integrity and efficiency. The example provided details a scenario where a beam requires a total steel cross-section of 4 square inches. The engineer identifies that the available steel bars have a nominal diameter of 1.693...
385
Design Example: Maintaining Level of an Embankment
548
Constructing a roadway embankment over uneven terrain requires precise leveling to ensure stability and proper drainage. Surveyors use a leveling instrument and staff to calculate ground elevations and determine the required fill material at each point along the embankment alignment.The process begins by positioning a leveling instrument near a benchmark with a known elevation. A backsight reading establishes the instrument height, which serves as a reference for subsequent measurements. A...
548


