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Related Concept Videos

Distributed Loads: Problem Solving01:21

Distributed Loads: Problem Solving

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Beams are structural elements commonly employed in engineering applications requiring different load-carrying capacities. The first step in analyzing a beam under a distributed load is to simplify the problem by dividing the load into smaller regions, which allows one to consider each region separately and calculate the magnitude of the equivalent resultant load acting on each portion of the beam. The magnitude of the equivalent resultant load for each region can be determined by calculating...
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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.
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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...
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Load along a Single Axis01:29

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In structural engineering, the analysis of beams subjected to varying loads is a critical aspect of understanding the behavior and performance of these structural elements. A common scenario involves a beam subjected to a combination of different load distributions.
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Method to Determine the Far-Field Beam Pattern of A Long Array From Subarray Beam Pattern Measurements.

Donghwan Jung1, Jeasoo Kim1

  • 1Department of Ocean Engineering, Korea Maritime and Ocean University, Busan 49112, Korea.

Sensors (Basel, Switzerland)
|February 28, 2020
PubMed
Summary

A new subarray method efficiently measures array sonar beam patterns in limited spaces. This technique overcomes near-field constraints, reducing measurement time and improving performance verification.

Keywords:
array sonarbeam patterndiscrete line arraynear-fieldsubarray

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Area of Science:

  • Acoustics
  • Array Signal Processing
  • Sonar Technology

Background:

  • Beam pattern measurement is crucial for array sonar performance validation.
  • Limited measurement spaces, such as acoustic tanks, pose challenges in achieving far-field and plane wave conditions.
  • Conventional near-field to far-field transformation methods are time-consuming due to dense spatial sampling.

Purpose of the Study:

  • To develop an efficient method for measuring the beam pattern of a discrete line array in limited spaces.
  • To overcome the limitations of conventional methods in terms of measurement time and spatial sampling density.

Main Methods:

  • A discrete line array is divided into several subarrays.
  • Beam patterns are measured for each subarray.
  • The overall beam pattern is determined using spatial convolution of subarray measurements, equivalent to beam pattern multiplication.
  • The method was validated using simulations and experimental measurements on a 256-element line array composed of 16 subarrays.

Main Results:

  • The proposed subarray method successfully measures the beam pattern in a limited space.
  • The method provides an efficient alternative to conventional near-field measurement techniques.
  • Validation through simulation and experiment confirmed the method's efficacy.

Conclusions:

  • The subarray method offers a time-efficient and practical solution for array sonar beam pattern measurement in confined environments.
  • This technique enhances the feasibility of performance verification for sonar arrays where far-field conditions cannot be met.
  • The spatial convolution approach effectively reconstructs the array's beam pattern from subarray data.