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Introduction to Photoelasticity

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Experimental Stress Analysis for Materials and Structures

Part of the book series: Springer Series in Solid and Structural Mechanics ((SSSSM,volume 4))

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Abstract

For nearly a century the photoelastic method has been a reference to verify special applications of the theory of elasticity and to provide a solution to cases of loaded structures without theoretical models. Today photoelasticity has been largely replaced by numerical methods, such as finite elements, which provide solutions for any structural problem with great detail and accuracy, and is therefore confined to the role of an illustration tool. This technique is based on an analogy of the optical behavior of transparent amorphous bodies; this fact limits the applications but its capability of analyzing the general field and, at the same time, clarifying details, is still very useful, and applications of photoelastic techniques continue to be presented in the most qualified international venues. It is therefore still logical to present an overview of the theory and to discuss some applications. The classical approach remains the best way of understanding the inherent advantages and drawbacks and, thanks to the inverse approach, continues to be a useful investigation method.

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Notes

  1. 1.

    The Society of Experimental Mechanics SEM in the United States included about 80 papers in the annual 2009 conference and comparable numbers in previous years. At the ICEM (International Conference of Experimental Mechanics in 2014) two sessions where dedicated to this method.

  2. 2.

    The light color is determined by the wavelength ; the values of the visible spectrum range from dark red (\(f = 390 \times 10^{12}\) Hz or \(\lambda = 770 \,\mathrm{nm} \)) to violet (\(f = 770 \times 10^{12}\) Hz, or \(\lambda =\; 390\,\mathrm{nm}\)) (\(1\,\mathrm{nm} = 10^{-9}\,\mathrm{m}\)), passing through orange, yellow, green, blue, Indigo-violet . If the light vector is composed of vibrations \({a_1, a_2,\ldots , a_n}\) of the same frequency, light is monochromatic; if the components have different frequencies, the eye perceives them all together as white light.

  3. 3.

    The instantaneous value of the field in planes \( x r \) and \(y r\) is expressed, for Eq. 3.1, by:

    $$ a_x = |A_x| \cos \left[ {2 \pi \over \lambda }(r-ct) +\phi _x\right] $$
    $$ a_y = \pm |A_y| \cos \left[ {2 \pi \over \lambda }(r-ct) +\phi _x\right] $$

    and instantaneous value of the resulting vector is:

    $$ a_r= \sqrt{a_x^2 + a_y^2} = \sqrt{2}|A| \cos \left[ {2 \pi \over \lambda }(r-ct) +\phi _x\right] . $$
  4. 4.

    Currently the employed filters are Polaroid \(\textregistered \) (Polaroid Co., Cambridge, Mass, USA), supplied in sheets of various size; “this material, known as J-sheet, was later replaced by the improved H-sheet. H-sheet is a polyvinyl alcohol (PVA) polymer impregnated with iodine. During manufacture, the PVA polymer chains are stretched such that they form an array of aligned, linear molecules in the material. The iodine dopant attaches to the PVA molecules and makes them conducting along the length of the chains. Light polarized parallel to the chains is absorbed, and light polarized perpendicular to the chains is transmitted” [7].

  5. 5.

    The colors of all wavelengths but the extinct one, are transmitted and perceived as a single color, called the complementary color of the extinguished one.

  6. 6.

    Taken from Prof. Stephen A. Nelson, Department of Earth and Environmental Sciences. EENS 2110, Mineralogy, Tulane University: Interference Phenomena, Compensation, and Optic Sign.

  7. 7.

    Elements can be selected square, to have a ratio equal to \(1\) for the all points.

  8. 8.

    In place of Eqs. 3.85, 3.87 and 3.89 the equivalent relationships expressed by the sines of the angles can be written, e.g. for the plane \(x,y\):

    figure a

    .

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Correspondence to Alessandro Freddi .

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Freddi, A., Olmi, G., Cristofolini, L. (2015). Introduction to Photoelasticity. In: Experimental Stress Analysis for Materials and Structures. Springer Series in Solid and Structural Mechanics, vol 4. Springer, Cham. https://doi.org/10.1007/978-3-319-06086-6_3

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  • DOI: https://doi.org/10.1007/978-3-319-06086-6_3

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