Related Experiment Video
Updated: Nov 12, 2025

12:14
The Generation of Higher-order Laguerre-Gauss Optical Beams for High-precision Interferometry
Published on: August 12, 2013
22.2K
Selection rule for cavity configurations to generate cylindrical vector beams with low beam quality factor
Optics Express
|March 17, 2021
Summary
We developed a selection rule to design laser cavities for generating high-quality radially and azimuthally polarized beams. This method allows tuning cavity configurations to achieve cylindrical vector (CV) beams simply by adjusting the end mirror position.
Area of Science:
- Laser Physics
- Optical Engineering
- Photonics
Background:
- Generating high-quality cylindrical vector (CV) laser beams is crucial for applications like optical trapping and microscopy.
- Cavity design significantly influences the polarization and beam quality of laser output.
- Birefringence in the gain medium presents challenges for controlling laser beam polarization.
Purpose of the Study:
- To propose a selection rule for designing laser cavity configurations.
- To enable the generation of radially and azimuthally polarized laser beams with high beam quality.
- To demonstrate the versatility of stable cavity regions in supporting CV beams.
Main Methods:
- Developing a selection rule based on the birefringence of the gain medium.
- Utilizing the end mirror position as a tuning parameter to vary cavity configurations.
- Performing theoretical analyses and numerical simulations.
- Conducting experimental measurements of beam quality factor and polarization characteristics.
Main Results:
- A selection rule was proposed and validated for designing laser cavities.
- Stable cavity regions were shown to support cylindrical vector (CV) beams.
- Radially and azimuthally polarized beams were generated by tuning the cavity configuration.
- Experimental verification confirmed the analyses and simulations for a four-element laser system.
Conclusions:
- The proposed selection rule effectively guides the design of laser cavities for high-quality CV beam generation.
- Cavity configuration tuning, specifically end mirror positioning, is a reliable method for obtaining desired polarization states.
- The findings offer a practical approach for producing tailored laser beams for various scientific and technological applications.
Related Concept Videos
Design of Prismatic Beams for Bending
496
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...
496
Deflection of a Beam
469
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...
469
Beams with Symmetric Loadings
296
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...
296
Distribution of Stresses in a Narrow Rectangular Beam
352
In studying beam stress distribution, examining an elemental section is essential. To determine the average shearing stress on this face, the calculated shear is divided by the surface area. Importantly, shearing stresses on the beam's transverse and horizontal planes mirror each other, indicating a consistent stress distribution along the upper region of the beam. Notably, shearing stresses are absent at the beam's upper and lower surfaces due to the absence of applied forces in these...
352
Prismatic Beams: Problem Solving
314
In the design of a supported timber beam subjected to a distributed load, both the beam's physical dimensions and the timber's characteristics, such as its grade and species, are critical. These factors determine the allowable stress values, which are crucial for calculating the necessary beam depth to ensure structural integrity and safety.
The design begins with analyzing the beam as a free body to identify moments and force balances, thereby determining support reactions. Next, the...
The design begins with analyzing the beam as a free body to identify moments and force balances, thereby determining support reactions. Next, the...
314
Shear on the Horizontal Face of a Beam Element
378
To understand shear on the flat side of a prismatic beam element, consider the vertical and horizontal shearing forces, and the normal forces, acting on the element. The element's upper (U) and lower (L) sections, which are divided by the beam's neutral axis, are examined. The equilibrium of these forces is determined by applying the equilibrium equation, which helps identify the horizontal shearing force. This force is directly related to the bending moments and the cross-section's...
378

