相关实验视频
Updated: May 6, 2026

08:31
Three-dimensional Optical-resolution Photoacoustic Microscopy
Published on: May 4, 2011
17.6K
概括
研究人员开发了一种光学系统,创造了一个准非色的,传播不变的管状光场. 这种专门的光束在长距离和各种波长上保持恒定的直径,对先进的光学应用有用.
科学领域:
- 光学和光子学 在光学和光子学.
- 衍射光学是不同的光学.
- 梁造型 梁造型 梁造型
背景情况:
- 传播不变光束对于需要远距离稳定的光输送的应用至关重要.
- 在光学领域实现宽带传播不变性仍然是一个重大挑战.
- 管状光场为光学捕捉和显微镜提供了独特的特性.
研究的目的:
- 设计和演示一种光学系统,用于产生准非色色的,传播不变的管状光场.
- 为了研究光束的直径稳定性在延长的传播距离和跨多个波长.
- 通过数值模拟和实验测量来验证系统的性能.
主要方法:
- 使用一种系统,结合了两个具有相同格子周期的衍射轴子.
- 使用二进制衍射光学元件 (DOE1) 的相位偏移,在第1和第1的衍射顺序之间进行受控干扰.
- 使用2D模拟和实验设置分析了生成的管状光场的轴向演变.
主要成果:
- 成功生成了一个管状光场,表现出准非色色和传播不变的特征.
- 证明横环直径在所有研究波长的传播尺度上保持不变.
- 观察到模拟结果与实验测量结果之间存在强烈一致.
结论:
- 拟议的光学系统有效地产生了一个稳定的,传播不变的管状光场.
- 该系统的准色彩性质使其适用于宽带光学应用.
- 这项技术为需要远程,稳定的光输送的应用提供了有前途的解决方案.
相关概念视频
Interference and Diffraction
28.8K
Interference is a characteristic phenomenon exhibited by waves. When two electromagnetic waves interact with their peaks and troughs coinciding, a resulting wave with enhanced amplitude is produced. This is known as constructive interference. In this case, the two waves interacting are in phase with each other.
28.8K
Design of Prismatic Beams for Bending
680
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...
680
Deformation of a Beam under Transverse Loading
972
Understanding beam deflection, particularly for indeterminate beams with overhanging segments and multiple concentrated loads, is crucial for ensuring structural integrity and functionality. The process begins with constructing an accurate free-body diagram, which helps identify the forces and moments acting on the beam. This diagram is vital for visualizing how bending moments vary along the beam's length, influencing its curvature.
The insights from the bending moment diagram extend to...
The insights from the bending moment diagram extend to...
972
Deflection of a Beam
973
Accurately determining beam deflection and slope under various loading conditions in structural engineering is crucial for ensuring safety and structural integrity. Singularity functions offer a streamlined approach to analyzing beams, especially when multiple loading functions complicate the bending moment equation.
Singularity functions, described in an earlier lesson, are powerful mathematical tools that represent discontinuities within a function commonly encountered in structural loading...
Singularity functions, described in an earlier lesson, are powerful mathematical tools that represent discontinuities within a function commonly encountered in structural loading...
973
Beams with Symmetric Loadings
553
The moment-area method is an analytical tool used in structural engineering to determine the slope and deflection of beams under various loads. Consider a cantilever with a concentrated load and moment at the free end. The first step is constructing a free-body diagram to calculate the reactions at the fixed end. Next, the bending moment diagram is plotted to visualize how the bending moment varies along the beam's length, focusing on points where the bending moment equals zero.
The M/EI...
The M/EI...
553
Beams with Unsymmetric Loadings
537
Analyzing a supported beam under unsymmetrical loadings is essential in structural engineering to understand how beams respond to varied force distributions. This analysis involves calculating the deflection and identifying points where the slope of the beam is zero, which are crucial for ensuring structural stability and functionality.
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
The first moment-area theorem determines the slope at any point on the beam. This theorem indicates that the change in slope between two points on a beam...
537

