由CMA-ES设计的紧和低损失的S曲
Optics express
|January 5, 2024
概括
协变矩阵适应演变战略 (CMA-ES) 算法有效地设计了紧的,低损失的光子S曲线. 这种方法实现了高密度集成电路的创纪录的低插入损失.
科学领域:
- 光子学和光学工程的工程.
- 材料科学与工程 材料科学与工程
背景情况:
- 光子学对于高密度集成电路至关重要.
- 设计像S曲线这样的紧和低损耗光子元件具有挑战性.
研究的目的:
- 使用先进的算法设计紧和低损失的S曲线.
- 为了证明所选择的算法对光子学应用的有效性.
主要方法:
- 使用了共变矩阵适应演化策略 (CMA-ES) 算法.
- 在标准的在绝缘体 (SOI) 平台上设计的S曲.
- 实验验证了设计的S曲的性能.
主要成果:
- 实现了创纪录的低插入损失:0.041dB (3.5μm),0.025dB (4.5μm) 和0.011dB (5.5μm).
- 在足迹小于大约30μm2的范围内证明了这些损失.
- 证实了这个尺寸范围内的S曲的最小插入损失.
结论:
- 在设计Si光子设备时,CMA-ES算法非常有效.
- 开发的S曲线适用于高密度光子集成电路.
- 这种方法为光子设备设计提供了卓越的性能和适应性.
相关概念视频
Bending of Members Made of Several Materials
153
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...
153
Bending of Material: Problem Solving
186
In this lesson, determine the ratio of the maximum bending moments applied to two metal pipes, given that both pipes can withstand a maximum stress of 100 MPa. Both pipes have an outer radius of 1.8 cm. Pipe A has an inner radius of 1.5 cm, and Pipe B has an inner radius of 1 cm. The ratio of the maximum bending moment applied to two metallic pipes, each with a different inner and outer radius, is determined by considering their dimensions. The inner radius of the first pipe is 1.5 cm, and for...
186
Deformations in a Symmetric Member in Bending
166
When analyzing the deformation of a symmetric prismatic member subjected to bending by equal and opposite couples, it becomes clear that as the member bends, the originally straight lines on its wider faces curve into circular arcs, with a constant radius centered at a point known as Point C. This phenomenon helps to understand the stress and strain distribution within the member more clearly.
When the member is segmented into tiny cubic elements, it is observed that the primary stress...
When the member is segmented into tiny cubic elements, it is observed that the primary stress...
166
Unsymmetric Bending
334
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 those in symmetrical bending, and are essential for designing structures to withstand different loading conditions. In unsymmetrical bending, the neutral axis—where stress is zero—does not necessarily align with the geometric axes of the cross-section. The...
334
Symmetric Member in Bending
170
In the study of the mechanics of materials, analyzing the behavior of prismatic members under opposing couples is crucial for understanding internal stress distributions, which are essential for structural design. When subjected to couples, a prismatic member experiences internal forces that maintain equilibrium. A couple, characterized by two equal and opposite forces, creates a moment but no resultant force. The internal forces at any section cut of the member must balance these external...
170
Design of Prismatic Beams for Bending
238
The design of prismatic beams, structural elements with a uniform cross-section, focuses on ensuring safety and structural integrity under load. The design process begins by determining the allowable stress, either from material properties tables, or by dividing the material's ultimate strength by a safety factor. This safety factor is essential for accommodating uncertainties, and varies depending on the material—timber, steel, or concrete—with each having unique strength and...
238


