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Related Concept Videos

Design of Prismatic Beams for Bending01:23

Design of Prismatic Beams for Bending

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 stress...
Bending of Curved Members - Neutral Surface01:16

Bending of Curved Members - Neutral Surface

In curved beams, unlike straight beams, the stress distribution across the cross-section is not uniform due to the beam's curvature. This non-uniformity arises because the neutral axis, where stress is zero, does not align with the centroid of the section. In a curved beam, the strain varies along the section as a function of the distance from the neutral axis.
Consider the curved member described in the previous lesson. According to Hooke's law, which relates stress to strain within the...
Deformations in a Symmetric Member in Bending01:18

Deformations in a Symmetric Member in Bending

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...
Plastic Deformation in Circular Shafts01:20

Plastic Deformation in Circular Shafts

When materials are subjected to forces that surpass their yield strength, they undergo a process known as plastic deformation. This results in a permanent alteration or strain in their structure. This concept can be specifically applied to circular shafts, where the deformation leads to a change in its shape. The precise evaluation of this plastic deformation requires understanding the stress distribution within the circular shaft, which is achieved by calculating the maximum shearing stress in...
Unsymmetric Bending - Angle of Neutral Axis01:15

Unsymmetric Bending - Angle of Neutral Axis

Unsymmetrical bending occurs when a structural member is subjected to bending moments in a plane that does not align with the member's principal axes. This scenario typically arises in beams and other structural components when loads are applied at non-ideal angles, introducing complexities in stress analysis.
When a bending moment is applied at an angle θ concerning the vertical axis of a symmetrical member, it can be resolved into components along the member's principal centroidal axes. The...
Shear on the Horizontal Face of a Beam Element01:16

Shear on the Horizontal Face of a Beam Element

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 first...

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Related Experiment Video

Updated: May 10, 2026

Transmission of Multiple Signals through an Optical Fiber Using Wavefront Shaping
09:43

Transmission of Multiple Signals through an Optical Fiber Using Wavefront Shaping

Published on: March 20, 2017

Beam shaping system design using double freeform optical surfaces.

Zexin Feng1, Lei Huang, Mali Gong

  • 1Center for Photonics and Electronics, State Key Laboratory of Tribology, Department of Precision Instruments, Tsinghua University, Beijing 100084, China.

Optics Express
|June 22, 2013
PubMed
Summary
This summary is machine-generated.

This study introduces a numerical method for designing double-freeform optical surfaces to shape laser beams. The technique effectively transforms Gaussian beams into uniform rectangular profiles while preserving wavefront quality.

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Last Updated: May 10, 2026

Transmission of Multiple Signals through an Optical Fiber Using Wavefront Shaping
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Area of Science:

  • Optics
  • Optical Engineering
  • Computational Optics

Background:

  • Laser beam shaping is crucial for various applications.
  • Designing freeform optical surfaces requires sophisticated methods.
  • Existing methods may lack efficiency or applicability for complex beam profiles.

Purpose of the Study:

  • To propose a numerical double-freeform-optical-surface design method for beam shaping.
  • To account for both irradiance distribution and wavefront of the output beam.
  • To develop a practical and computationally efficient design approach.

Main Methods:

  • Numerical design using energy conservation and variable separation for ray mapping.
  • Simultaneous, point-by-point construction of two freeform surfaces using Snell's law and optical path length constancy.
  • Application to separable irradiance distributions, simplifying computation.

Main Results:

  • Successfully designed a two-plano-freeform-lens system for Gaussian to uniform rectangular beam transformation.
  • Achieved high uniformity with relative root mean square deviation from 0.0652 to 0.326.
  • Maintained high power concentration (97.5% to 88.3%) over a significant propagation distance.

Conclusions:

  • The proposed numerical method is effective for specific laser beam shaping applications.
  • The method offers a practical solution for designing freeform optics with separable irradiance distributions.
  • The technique demonstrates potential for efficient and accurate beam transformation systems.