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Related Concept Videos

Cable Subjected to a Distributed Load01:24

Cable Subjected to a Distributed Load

The analysis of suspension bridges is a complex and critical process that involves multiple factors, including the shape and tension of the main cables. The main cables of suspension bridges are subjected to distributed loads, which result in changes in tensile forces and deformation of the cable. These loads must be carefully considered to ensure that the bridge is safe and capable of supporting the weight of different loads.
Design Example: Strain Gauge Bridge or Wheatstone Bridge01:15

Design Example: Strain Gauge Bridge or Wheatstone Bridge

The utilization of strain gauges as transducers for converting mechanical strain into electrical signals is a common practice in various engineering applications. These strain gauges are frequently integrated into Wheatstone bridge circuits to accurately measure parameters such as force or pressure. Within this context, each element within the circuit exhibits a resistance that undergoes subtle variations when subjected to mechanical strain. The primary objective is to convert minuscule...
Cable Subjected to Its Own Weight01:13

Cable Subjected to Its Own Weight

Overhead power transmission lines rely on cables to carry electricity across large distances. To ensure the stability and functionality of these lines, it is crucial to understand the shape and tension experienced by the cables under the influence of their weight.
A generalized loading function is employed to analyze a cable subjected to its own weight. This function considers the force acting along the cable's arc length rather than its projected length, providing a more accurate...
Wheatstone Bridge01:29

Wheatstone Bridge

An ohmmeter is a resistance-measuring device. It works by applying a voltage to a resistor of unknown resistance and measuring the current across the resistor. The resistance value is deduced using Ohm's law. Usually, the standard configuration of an ohmmeter comprises a voltmeter or an ammeter. However, such configurations are limited in accuracy because the meters alter the voltage applied to the resistor and the current that flows through it.
Thus, for accurate resistance measurements, a...
Cable: Problem Solving01:29

Cable: Problem Solving

When dealing with a cable that is fixed to two supports and subjected to uniform loading, it is crucial to determine the maximum tension in the cable. This process can be broken down into several key steps, as outlined below:
Cable Subjected to Concentrated Loads01:28

Cable Subjected to Concentrated Loads

Flexible cables are commonly used in various applications for support and load transmission. Consider a cable fixed at two points and subjected to multiple vertically concentrated loads. Determine the shape of the cable and the tension in each portion of the cable, given the horizontal distances between the loads and supports.

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Related Experiment Video

Updated: May 14, 2026

Nondestructive Monitoring of Degradable Scaffold-Based Tissue-Engineered Blood Vessel Development Using Optical Coherence Tomography
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Development and Implementation of a Fully Customised System for Monitoring a Long-Span Cable-Stayed Bridge Undergoing

Catarina Oliveira Relvas1, Giancarlo Marulli1, Carlos Moutinho1

  • 1CONSTRUCT-ViBest-Faculty of Engineering (FEUP), University of Porto, R. Dr. Roberto Frias S/N, 4200-465 Porto, Portugal.

Sensors (Basel, Switzerland)
|May 13, 2026
PubMed
Summary

This study presents an optimized wireless system for structural health monitoring (SHM) of bridges, using edge computing to extend battery life and accurately assess structural integrity during rehabilitation.

Keywords:
Structural Health Monitoring (SHM)customized monitoring systemsdigital databases and interfacesedge computingstay-cable bridgestraffic loads and temperature effects on structures

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Area of Science:

  • Civil Engineering
  • Sensor Technology
  • Structural Health Monitoring (SHM)

Background:

  • Civil infrastructure requires continuous monitoring for safety and maintenance.
  • Emerging sensing technologies offer potential for more efficient and accessible SHM.
  • Existing monitoring systems often face limitations in autonomy and data processing.

Purpose of the Study:

  • To explore capabilities of new sensing technologies for SHM.
  • To develop an integrated and intelligent monitoring system for civil infrastructure.
  • To analyze the static and dynamic behavior of a bridge during rehabilitation.

Main Methods:

  • Utilized customized transducers and equipment for data acquisition (accelerations, displacements, temperature).
  • Implemented an autonomous data acquisition and transmission network with edge computing for energy efficiency.
  • Developed a digital interface for remote data storage, processing, and visualization.
  • Applied taut string theory and edge computing for real-time axial force estimation in cables.

Main Results:

  • Demonstrated long-term operational effectiveness of the wireless monitoring system.
  • Successfully identified the structure's dynamic properties, including natural frequencies.
  • Measured and evaluated temperature profiles and expansion joint displacements.
  • Confirmed the system's ability to monitor bridge behavior during rehabilitation without performance compromise.

Conclusions:

  • Customized sensing solutions are effective for managing and preserving strategic infrastructures.
  • Optimized wireless monitoring systems with edge computing enhance autonomy and efficiency.
  • The developed system provides valuable data for structural assessment and maintenance planning.