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Rem: Revista Escola de Minas

Print version ISSN 0370-4467On-line version ISSN 1807-0353

Rem: Rev. Esc. Minas vol.68 no.3 Ouro Preto July/Sept. 2015

https://doi.org/10.1590/0370-44672013680016 

Civil Engineering

Maps of deformations in a cantilever beam using particle image velocimetry (PIV) and speckle patterns

Roberto Alves Braga Jr. 1  

Ricardo Rodrigues Magalhaes 2  

Rafael Pego Melo 3  

Joao Vitor Gomes 4  

1Professor Associado, University of Lavras, Engineering department, Lavras - Minas Gerais - Brasil. robbraga@deg.ufla.br

2Professor Adjunto, University of Lavras, Engineering department, Lavras - Minas Gerais - Brasil. ricardorm@deg.ufla.br

3Bolsista de Iniciação Científica, University of Lavras, Engineering department, Lavras - Minas Gerais - Brasil. rafamelo@engautomacao.ufla.br

4Bolsista de Iniciação Científica, University of Lavras, Engineering department, Lavras - Minas Gerais - Brasil. jv_aut@hotmail.com


ABSTRACT

PIV (particle image velocimetry) has been spreading in studies that use the movement of particles to monitor the displacement of an object or the flow of a fluid by means of velocity vectors using optical techniques and second order statistics. PIV is also known as laser speckle velocimetry when associated with speckle patterns. This technique has been used in works involving fluids, in general, building a map of velocity vectors representing the flow under analysis. This paper presents an approach by using PIV associated to speckle patterns for deformation measurements in a cantilever beam (ASTM A36 steel), one of the most common examples used in civil engineering, without the introduction of external particles. Results showed that the difference between PIV associated to speckle patterns and the analytic displacement values is increased along the beam length for a load of 1.96 N as an evidence of sensitivity of the proposed measurement method. This indicates that PIV is also capable for detecting displacement fields associated with laser speckle patterns in solid mechanics generating a map of deformation as an additional option for non-destructive tests.

Key words: Particle image velocimetry; displacement vectors; solid mechanics; measurement techniques

1. Introduction

Deformations that occurred in industrial parts caused by external loads (fatigue) or manufacturing processes (residual stresses) affect resistance and generally compromise the product's life. Measurement of these deformations in terms of displacements with no product damages has significant importance in industries and also in researching.

Methods for measuring deformations to detect failures in components can be used in industry as a way of destructive techniques, such as torsion tests (Barcelos, 2013) or semi-destructive, such as the hole drilling method (Diaz et al., 2000). Non-destructive tests (e.g. x-ray, ultrasound, shearography and holography) can be useful when one does not want to destroy or even stay in contact with the material under analysis. These optical methods can be classified as in-plane and out-of-plane techniques. One feasible technique to measure displacements is particle image velocimetry (PIV), which had its origin in the researches of solid mechanics displacements and is commonly linked to laser speckle velocimetry (LSV) (Adrian, 2005). Therefore, PIV and LSV can only be distinguished by the so called source density, which means the amount of particles in the same place. In a speckle pattern, one has a high density of particles, characterizing the LSV approach, while the low density of particles are commonly linked to the PIV applications in fluids measurements (Adrian, 1991; Volker et alli, 2011; Ertürk et alli, 2013; Xu and Chen, 2013).

Otherwise, PIV has been used in solid mechanics measuring, for instance, the movement of soil which has a white powder scattered over the surface to act as particles (Baba and Peth, 2012) or to monitor the growth of a root (Hamza et al.2006).

In order to avoid the introduction of external particles, Soares et al. (2013) suggested the association of PIV with speckle patterns in order to provide micro-fluid measurements, and therefore, the main hypothesis of this work was to prove the feasibility of the association of the PIV technique to speckle laser patterns, also known as the LSV technique, to measure deformations and create maps of vectors in a steel beam.

An ASTM A36 steel (ASTM, 2012) beam with rectangular cross section, commonly used in civil engineering applications, has been used in the experiments. In terms of metallurgy, this kind of steel is one of the most used materials in welded joints because it does not need special heat treatments (Magalhaes et al., 2014). Also ASTM A36 has a large number of applications in structural assemblies as a result of its performance in terms of mechanical resistance.

This work was focused on applying PIV as an optical technique related to in-plane deformations in solids mechanics, where the speckle patterns were taken before and after application of loads on a steel cantilever beam with a rectangular cross section.

2. Material and methods

In the experiments, used was an ASTM A36 steel cantilever beam with a rectangular cross section (28 x 3.175 mm) and length of 130 mm. Table 1 and Table 2 show the chemical and mechanical properties, respectively, for this kind of steel.

Table 1 ASTM A36 steel chemical properties (ASTM, 2012) 

Carbon (max, %) Manganese (%) Phosphorus (max, %) Sulfur (max, %) Silicon (max, %) Copper (N/m2)
0.26 --- 0.04 0.05 0.40 0.20

Table 2 ASTM A36 steel mechanical properties. 

Density (kg/m3) Poisson’s ratio Yield strength (N/m2) Tensile strength (N/m2) Young’s modulus (N/m2) Shear modulus (N/m2)
7850 0.26 2.5x108 4.0x108 2.0x1011 7.9x1010

In the experiments, the laser beam illuminated the sample in a specific region and the scattered light was captured by a CCD camera for the first image without any deformation of the steel. The second image was similar to the first one, but with the displacement of the particles introduced after the load application and the deformation of the beam. The difference between the two speckle images (before and after load application of the load) was the inputs from PIV which generated the map of velocity vectors. A specific device setup was built in order to proceed with the experiments, schematically showed in Figure 1.

Figure 1 Experimental setup scheme 

Results were compared to analytic displacements which are represented by Equation 1. The vertical displacement at the beam centerline is represented as:

where v is the vertical displacement (mm), P is the load (N), E is the material Young's modulus (MPa), I is the moment of inertia (mm4), Lis the length of the beam (mm) and x is the distance between the displacement measurement point and clamping position (mm) (Dym and Shames, 2013).

3. Results

The speckle pattern was obtained from the illuminated sample by a solid state laser of 632 nm with 3mW and the images were captured by a CCD camera before and after the application of the loads. Standard loads were applied with a range of 0.01 to 5.0 kg in order to evaluate the sensitivity level of the technique. In order to generate displacements vectors, the commercial software (MATLAB® version 7.8.0.347 R2009A) was used, which performed image analyses from the code MPIV (version 0.97) by using the parameters [xi, yi, iu, iv] = mpiv (im1, im2, 128, 128, 0.5, 0.5, 20, 20, 1, 'color', 2, 1).

The PIV outcomes were used to visually evaluate the map of displacements by arrows which represented the magnitude and direction of the movements. The arrows are the representation of a cross-correlation between each window of the image with their expression in another moment. The plotted arrow regarding the cross-correlation of the all particles within each window is therefore a summary as a mean value of length and direction (Adrian, 1991). In Fig. 2c each arrow represents the summary of the displacement of all particles with in each area of the image, where the particles before and after the displacement are represented by the speckle grains showed in Fig. 2a and Fig. 2b, respectively.

Figure 2 a) Picture before the load application; b) Picture after the load application; c) PIV results; d) FEM results 

Some Finite Element Method (FEM) commercial software can also represent displacements vectors. Figure 2d shows the representation of FEM displacements vectors caused by a simulated load of 1.96 N. Recent works showed good agreement between PIV and FEM in terms of displacements as presented by Magalhaes et al. (2015).

By applying Equation 1, the analytic displacements were obtained at the same points of the PIV results in order to compare them. Figure 3 shows the results from loads of 0.98 N (Fig 3a), 1.96 N (Fig 3b) and 4.9 N (Fig 3c) which presented no loss of correlation during image processing in a range from 19.54 mm to 33.41 mm from the clamping position (zero x coordinate).

Figure 3.a Analytic and PIV displacements for load of 0.98 N 

Figure 3.b Analytic and PIV displacements for load of 1.96 N 

Figure 3.c Analytic and PIV displacements for load of 4.9 N 

Figure 4 shows the correlation between PIV and analytic data related to the results obtained from the load of 1.96 N, in the same portion of the beam which presented best displacements fitness. Also displayed is a 3rd order polynomial equation and its respective R-squared value on chart.

Figure 4 Analytic and PIV correlation data 

Other laser positions were considered for covering a larger range of points in the cantilever beam, and new values were obtained from windows of 41.8 mm to 54.7 mm, 63.8 mm to 78 mm and 86.4 mm to 100.86 mm as regards to the clamping position (zero x coordinate) as shown in the Figure 5.

Figure 5.a PIV vs. Analytic for 41.8-54.7 mm and its respective R-squared correlation 

Figure 5.b PIV vs. Analytic for 63.8-78 mm and its respective R-squared correlation 

Figure 5.c PIV vs. results for 86.4-100.6 mm and its respective R-squared correlation 

Considering almost the total length of the cantilever beam (Fig. 6), it is noted that as soon as PIV measured points increased the distance from the clamping position (zero x coordinate), the difference between PIV and analytic displacements values increased as well. It can be considered as a sensitivity output of the proposed measurement method and that would be considered an advantage for applications which require high sensitivity.

Figure 6 PIV vs. Analytic results for total length of cantilever beam 

One advantage of this kind of configuration is the absence of external particles in the sample, since the particles themselves are generated by the laser beam, thereby creating the grid of the speckle pattern that will be used as a high density source of particles. The high density source of the particles is responsible for the high sensitivity of the association of the PIV technique with the speckle pattern, where the sensitivity is related to the size of the grains formed in the surface, which can be adjusted by the distance between the observer and the illuminated object.

An additional advantage of the proposed association (PIV and speckle) is the absence of a reference laser beam, as demanded in the holography and DSPI techniques.

Although the results displayed in this paper showed good fitness only for a specific load and limited positions, the methodology presented here could be extended to other geometries or materials.

4. Conclusions

A new method for measuring displacements in a cantilever beam by using particle image velocimetry associated to speckle laser patterns was proposed. Compared with analytical data, the proposed method presented accurate measurements for a specific load (1.96 N) in positions close to the clamping (zero x coordinate). For the position between 19.54 mm and 33.41 mm, the R-squared value was 0.99 for a 3rd order polynomial equation, which can be used in future studies involving optimization, such as finding best geometry or material properties from PIV measurement data. In addition, PIV could be applied in an attempt to obtain non-contact displacement measurements in solid mechanics with high sensibility, which has great technological interest for new developments in non-destructive tests.

5. References

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Received: November 07, 2013; Accepted: May 25, 2015

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