Compact Tension Testing of Asphalt Binders at Low Temperatures
This presentation will document and discuss the development of a compact tension test for the grading of asphalt binders at low temperatures. The geometry was chosen because it provides an easy way to obtain the plane strain fracture toughness, fracture energy, and crack tip opening displacement in brittle failure on a small sample. It is believed that the method will allow for a better ranking of binders in regard to their low temperature fracture resistance. Compact tension specimens were prepared in different sizes with varying notch depths. Fracture toughness was found to be constant, regardless of the notch depth or specimen width for both straight and modified binders. Fracture energy was found to decrease with notch depth, which is thought to be the result of energy absorbing mechanisms away from the cracktip. Deeper notches or an energy correction is able to account for that issue. Reproducibility of the fracture test was found to be good with a standard deviation of five to ten percent for fracture toughness and fifteen to twenty percent for fracture energy, which is typical for such tests. Given the fact that brittle fracture properties can vary by orders of magnitude for binders of the same Superpave grade, it is concluded that the test method has a high ability to reveal statistically significant differences in toughness.