Modal identification of simple structures with high-speed video using motion magnification

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Abstract

Video cameras offer the unique capability of collecting high density spatial data from a distant scene of interest. They can be employed as remote monitoring or inspection sensors for structures because of their commonplace availability, simplicity, and potentially low cost. An issue is that video data is difficult to interpret into a format familiar to engineers such as displacement. A methodology called motion magnification has been developed for visualizing exaggerated versions of small displacements with an extension of the methodology to obtain the optical flow to measure displacements. In this paper, these methods are extended to modal identification in structures and the measurement of structural vibrations. Camera-based measurements of displacement are compared against laser vibrometer and accelerometer measurements for verification. The methodology is demonstrated on simple structures, a cantilever beam and a pipe, to identify and visualize the operational deflection shapes. Suggestions for applications of this methodology and challenges in real-world implementation are given.

Introduction

Modal analysis of structures depends on the accurate and swift collection of data from a vibrating structure so the data can be analyzed to determine the modal characteristics. The end goal for a sensor system for modal analysis is to be able to quickly and robustly collect data from a vibrating structure. Contact accelerometers are commonly used for modal analysis and are extremely precise, however densely instrumenting a structure is difficult and tedious. Also, when the structure is small compared to the size of an accelerometer, the presence of added mass from accelerometers can affect the result. There are methods for correcting for the effects of accelerometer mass loading, but they are not exact [1], [2]. Non-contact methods of measurement avoid some of these drawbacks and are being researched intensely for the purposes of modal analysis.

Non-contact methods of vibration measurement generally depend on some sort of electromagnetic radiation to transmit the information. Microwave interferometry [3] and laser methods such as laser vibrometry and electronic speckle pattern interferometry have been studied [4], [5]. Cameras measuring visible light provide an interesting method for measuring vibration. They can range from precise instruments for high-frequency and high-resolution video to inexpensive units such as those on cell phones which can be chosen as necessary for the application. However, processing of videos to extract quantitative information remains relatively difficult.

Motion can be quantified in video using a number of image processing techniques. Previously researched methods use edge detection, target objects, or lights to more easily measure any structural motion [6], [7], [8]. More recent methods make use of computer vision techniques, such as the measurement of optical flow to determine the displacements of structures [9], which is related to the techniques in this paper. With a single camera, only measurements of in-plane motion can be made, however a stereo camera setup is capable of measuring both in-plane and out-of-plane motion [10]. A newer method of in-plane and out-of-plane measurement with cameras is the time-of-flight camera [11], however they currently do not provide enough resolution or speed for typical vibration measurement applications.

Recently, new computer vision techniques, collectively called motion magnification, were introduced to magnify small motions in videos [12], [13], [14], [15], [16]. The most recent motion magnification techniques use a signal processing approach to analyze image motions in a way analogous to an Eulerian framework for fluid flow analysis. They are ideal for computing and visualizing mode shapes because they are capable of detecting small subpixel motions that are present in the videos of vibrating structures and because they are able to separate the different modal motions through the use of temporal filtering [17]. This works well with an assumption of a stationary camera and a structure that is barely moving. The use of a video camera for vibration measurement represents a unique capability that would complement existing measurement and sensor systems currently deployed or being researched for non-destructive testing (NDT) and structural health monitoring (SHM).

The objective of this paper is to demonstrate how these newly developed motion magnification computer vision techniques can be used with high-speed camera video to visualize and quantify the vibrational mode shapes of simple structures. The theory behind motion magnification and the extraction of displacement of moving objects in videos are presented to show how videos can be analyzed qualitatively and quantitatively. An experiment comparing a high-speed camera to a laser vibrometer and accelerometer measurement was carried out to confirm that the displacements extracted from the measured video were accurate. Further experiments were conducted on a cantilever beam and a pipe with a high-speed camera. The operational deflection shapes of the cantilever beam were identified by extracting displacements from the raw recorded video and compared to those from accelerometer measurements. Additionally, the motion magnification algorithm was used to visualize the operational deflection shapes of the cantilever beam and pipe test specimens, and screenshots of the generated videos are shown and discussed. A technique for deriving the operational deflection shapes directly from the motion magnified video without extracting displacement through the use of an edge detection algorithm is also demonstrated and compared to accelerometer measurements.

Section snippets

Theory and methods

Videos are made up of a series of images and thus have two domains: the spatial domain corresponding to a 2D field of brightness values in a single image, and the time or temporal domain corresponding to the image as it evolves in time to make a video. Images can be decomposed in the spatial domain by filters into amplitude and phase signals, similar to how an accelerometer signal can be decomposed by a Fourier or wavelet transform. These spatial amplitude and phase signals from all the images

Experimental setup

In order to validate the motion magnification algorithm applied to videos of vibrating structures for the measurement of displacements and operational deflection shapes, an experiment was formulated to compare the results to standard sensors. An accelerometer was mounted on the free end of a steel cantilever beam, and the motion of the accelerometer was simultaneously measured by the accelerometer itself, a laser vibrometer, and a high speed camera, as shown in Fig. 3(a). A screenshot of the

Experimental setup

To test the camera as a sensor for determining the operational deflection shapes of structures, an experiment measuring a steel cantilever beam was formulated. The cantilever beam was instrumented with nine accelerometers so that the operational deflection shapes calculated from the accelerometer data could be compared with those extracted from the high-speed camera video. The beam was excited with an impact hammer near the base and the subsequent vibration was measured by the camera and

Experimental setup

An experiment similar to the instrumented cantilever beam test was performed on a pipe. A section of 4 in schedule 40 PVC pipe was placed on the end of a laboratory bench and held down by hand as shown in Fig. 11(a). The pipe was struck on the free end by an impact hammer as an excitation and the resulting vibrations of the pipe as viewed in the cross-section were recorded with a high-speed camera as shown in Fig. 11(b). The camera recorded video at 20,000 frames per second, with a frame size of

Conclusion

In this paper we have demonstrated motion magnification for extracting displacements from high speed video and demonstrated the algorithm׳s capability of qualitatively identifying the operational deflection shapes of a cantilever beam and a pipe cross section from a video. A verification measurement on a cantilever beam was made and the displacement extracted closely matched those measured by a laser vibrometer. The resulting noise floor of the camera was approximately 1×105 pixels per root

Acknowledgments

The authors acknowledge the support provided by Royal Dutch Shell through the MIT Energy Initiative, and thank chief scientists Dr. Dirk Smit and Dr. Sergio Kapusta, project managers Dr. Yile Li and Dr. Keng Yap, and Shell-MIT liaison Dr. Jonathan Kane for their oversight of this work. We also acknowledge Draper Laboratory for providing experimental equipment. At the time of this work, Neal Wadhwa was supported by the DoD through the NDSEG fellowship program. Special thanks are due to Reza

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