4.4 Article

Strain concentration of double-edge hole ductile composites in the full range of deformation by digital image correlation

Journal

EXPRESS POLYMER LETTERS
Volume 16, Issue 10, Pages 1038-1051

Publisher

BUDAPEST UNIV TECHNOL & ECON
DOI: 10.3144/expresspolymlett.2022.76

Keywords

polymer composites; materials testing; mechanical properties; strain concentration; digital image correlation method

Funding

  1. Ministry of Science and Technology of Taiwan, R.O.C. [MOST 110-2811-E-011-505-MY3]

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This study used DIC technique to investigate the variations in strain concentration factors of self-reinforced poly(ethylene terephthalate) composites with double-edge semicircular holes. The results provided insights into the yielding phenomenon of open-hole materials and could serve as early warnings for material damage.
This study investigated variations in strain concentration factors (K-epsilon) within the full deformation range of self-reinforced poly(ethylene terephthalate) composites (srPETs) with double-edge semicircular holes (DESH) using digital image correlation (DIC) at different width-to-diameter (W/D) ratios. The value of K-epsilon agrees with the theoretical concentration factor (K-t) within the elastic deformation range; then, it increases rapidly to a peak because of plastic deformation. Therefore, the change in K-epsilon was divided into different stages based on the spread of the yield extent (beginning from the hole edge). These results will help improve the understanding of the yielding phenomenon of open-hole materials and provide early warnings before final material damage. K-epsilon decreased in both the elastic and plastic regions with a decrease in W/D; however, there was an exception when the W/D ratio = 1.5. Therefore, the geometric configuration W/D > 1.5 was recommended for designing secure structural ductile composites. The K-epsilon of DESH is lower than that of circular holes (CH) in both the elastic and plastic regions for the hole effect. Thus, composites with DESH should be preferred as an alternative for structural applications.

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