Video-Based Structural Vibration Measurement Without Mass Loading

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Solution Overview

Problem

Current methods for characterizing structural dynamics, such as experimental and operational modal analysis, rely on costly and labor-intensive physical sensors that can alter the structures they measure, providing low spatial resolution and requiring significant maintenance, which is impractical for long-term monitoring of large civil or aerospace structures.

Innovation Solution

The method involves using computer vision and video processing techniques to automatically extract vibrational mode data from video frames, employing complex steerable pyramid filters, principal component analysis, and blind source separation to compute frequency and damping ratios, and magnify modal coordinates for high-resolution mode shape visualization without the need for physical sensors or surface preparation.

Engineering Contradictions & Design Principles

VSEngineering Contradiction Analysis

1Measurement precision

If physical sensors (accelerometers) are used for measuring structural vibration, then measurement capability is provided, but mass loading effect occurs that changes the structural dynamics of lightweight structures

Engineering Contradiction:
Improvevibration measurement capabilityVSAvoidmass loading on structure
Core Design Contradiction:
Measurement precisionVSWeight of moving object

Solution Approach 1:

The patent replaces physical mechanical sensors (accelerometers) with optical sensing using video cameras and image processing algorithms. The system captures video frames of the structure and uses digital image correlation techniques to measure displacement and vibration without any physical contact, thereby eliminating mass loading effects on lightweight structures while maintaining vibration measurement capability

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

2Measurement precision

If physical sensors are installed for structural monitoring, then vibration data can be collected, but installation and maintenance become time-consuming and costly

Engineering Contradiction:
Improvevibration data collectionVSAvoidinstallation and maintenance effort
Core Design Contradiction:
Measurement precisionVSEase of manufacture

Solution Approach 1:

The system replaces physical sensor installation with non-contact optical measurement using video cameras. The cameras can be positioned remotely to capture images of the structure, eliminating the need for physical mounting on the structure itself. Maintenance is simplified as there are no sensors requiring calibration, battery replacement, or cable management, making the system easier to deploy and maintain

Inventive Principle:
Principle #28Mechanics substitution (Replace mechanical system)

Solution Approach 2:

The system creates a digital copy of the structure's surface by capturing video frames and generating displacement maps through image processing. This digital representation allows vibration analysis without requiring physical instruments attached to the structure, reducing installation complexity and maintenance requirements

Inventive Principle:
Principle #26Copying

3Measurement precision

If a limited number of physical sensors are placed on a structure, then measurement points are obtained, but spatial sensing resolution remains low for damage localization

Engineering Contradiction:
Improvespatial sensing resolutionVSAvoidnumber of sensors required
Core Design Contradiction:
Measurement precisionVSQuantity of substance

Solution Approach 1:

The patent segments the structure's surface into numerous pixel elements that can be independently measured. By dividing the visual field into discrete pixel locations across the video frames, the system achieves high spatial resolution without requiring a proportional increase in physical sensors. Each pixel represents a measurement point, creating a dense grid of spatial data points for precise damage localization

Inventive Principle:
Principle #1Segmentation

Solution Approach 2:

The system transitions from one-dimensional sensor placements to two-dimensional spatial measurement across the entire visible surface of the structure. Video cameras capture images in a 2D plane, allowing simultaneous measurement of hundreds or thousands of points across the structure's surface, dramatically increasing spatial sensing resolution without adding more physical sensors

Inventive Principle:
Principle #17Another dimension (Dimensionality change)

4Measurement precision

If scanning laser vibrometers are used for non-contact measurement, then high-resolution sensing is achieved, but acquisition time increases and labor intensity rises

Engineering Contradiction:
Improvesensing resolutionVSAvoidacquisition time
Core Design Contradiction:
Measurement precisionVSLoss of time

Solution Approach 1:

The patent merges multiple measurement points into a single simultaneous capture by using video cameras to record the entire visible surface of the structure at once. Unlike scanning laser vibrometers that measure points sequentially, the video-based system captures all pixels in each frame simultaneously, dramatically reducing acquisition time while maintaining high spatial resolution across the entire measured area

Inventive Principle:
Principle #5Merging (Combining)

Data Source

PatentUS10567655B2System and method for automated extraction of high resolution structural dynamics from video
Publication Date: 2020.02.18 TRIAD NATIONAL SECURITY LLC
  • US10567655B2 patent drawing
  • US10567655B2 patent drawing
  • US10567655B2 patent drawing

AI summary

A method for extracting vibrational modes of a structure includes: receiving a plurality of video frames, each of the video frames including a plurality of pixels; decomposing each of the video frames on a plurality of spatial scales in accordance with complex steerable pyramid filters to obtain a filter response for each of the spatial scales; computing a plurality of local phases of the pixels of each frame; removing a temporal mean from each frame to obtain a plurality of factored vibration motion functions; performing principal component analysis on the factored vibration motion functions to obtain principal components; blind source separating the principal components to compute a plurality of modal coordinates; computing frequency and damping ratios in accordance with the modal coordinates; and outputting the computed frequency and damping ratios.