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Related Concept Videos

Shear on the Horizontal Face of a Beam Element01:16

Shear on the Horizontal Face of a Beam Element

148
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...
148
Distribution of Stresses in a Narrow Rectangular Beam01:11

Distribution of Stresses in a Narrow Rectangular Beam

122
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...
122
Deflection of a Beam01:19

Deflection of a Beam

231
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...
231
Prismatic Beams: Problem Solving01:15

Prismatic Beams: Problem Solving

105
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...
105
Shearing Stresses in a Beam: Problem Solving01:14

Shearing Stresses in a Beam: Problem Solving

158
A cantilever beam with a rectangular cross-section under distributed and point loads experiences shearing stresses. The analysis begins by identifying the loads acting on the beam. Then, the reactions at the beam's fixed end are calculated using equilibrium equations. The vertical reaction is a combination of the distributed and point loads, while the moment reaction is the sum of their moments. The shear force distribution along the beam, resulting from these loads, is established by...
158
Principal Stresses in a Beam01:11

Principal Stresses in a Beam

282
In prismatic beams subject to arbitrary transverse loading, It is essential to analyze the interaction between shear forces and bending moments in order to understand stress distribution and ensure structural integrity. The highest normal or bending stress occurs at the outer fibers of the beam, decreasing linearly to zero at the neutral axis. In contrast, shear stress peaks at the neutral axis and diminishes toward the outer surfaces.
Analyzing principal stresses is crucial, especially in...
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    Area of Science:

    • Optics and Photonics
    • Nanofabrication and Lithography
    • Diffractive Optics

    Background:

    • Three-port gratings are crucial optical components for beam splitting and manipulation.
    • Improving diffraction efficiency (DE) and operational bandwidth remains a key challenge in grating design.

    Purpose of the Study:

    • To design and fabricate a fused-silica three-port grating with superior diffraction efficiency and bandwidth.
    • To provide a physical explanation for grating diffraction using the simplified mode method (SMM).
    • To optimize grating parameters using rigorous coupled-wave analysis (RCWA).

    Main Methods:

    • Design and simulation using simplified mode method (SMM) and rigorous coupled-wave analysis (RCWA).
    • Fabrication of a 170μm x 170μm grating using scanning beam interference lithography (SBIL).
    • Experimental investigation of diffraction properties at 632.8 nm and across a wavelength range.

    Main Results:

    • Achieved average diffraction efficiencies of 29% (+1 order), 30% (0 order), and 31% (-1 order) at 632.8 nm.
    • Demonstrated measured DEs exceeding 25% for all orders within the 613 nm to 653 nm wavelength range.
    • The fabricated grating exhibits improved DE and bandwidth compared to conventional designs.

    Conclusions:

    • The developed fused-silica three-port grating offers enhanced performance in terms of diffraction efficiency and operational bandwidth.
    • The combination of SMM, RCWA, and SBIL provides an effective pathway for fabricating high-performance diffractive optical elements.
    • This grating technology holds potential for applications requiring efficient and broadband optical beam manipulation.