Using the generalized maximum tangential stress criterion to predict mode II fracture of hot mix asphalt in terms of mode I results – A statistical analysis
| Autor: | H. R. Fattahi Amirdehi, M.R.M. Aliha, Ali Moniri, A.R. Torabi |
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| Rok vydání: | 2019 |
| Předmět: |
Materials science
business.industry 0211 other engineering and technologies Mode (statistics) 020101 civil engineering 02 engineering and technology Building and Construction Structural engineering Bending 0201 civil engineering Cracking Fracture toughness Asphalt 021105 building & construction Fracture (geology) General Materials Science business Civil and Structural Engineering Test data Weibull distribution |
| Zdroj: | Construction and Building Materials. 213:483-491 |
| ISSN: | 0950-0618 |
| DOI: | 10.1016/j.conbuildmat.2019.04.067 |
| Popis: | Low-temperature cracking of asphalt pavements is among the most important deteriorations in flexible pavements. Different modes of fracture may occur in a pavement depending on the vehicle wheel load position relative to the existing crack. Therefore, it is needed to test the fracture performance of asphaltic materials at different modes, which is time and cost consuming. Therefore, finding a statistical approach to correlate different modes of fracture of asphalt mixtures can be very beneficial. In this research, several semi-circular bending (SCB) specimens were tested under mode I and mode II fracture conditions. Then, the predictability of experimental mode II test results in terms of mode I fracture toughness data was investigated using the generalized maximum tangential stress (GMTS) theory. The Weibull distribution curves were also used for statistical analyses of the test data. It was found that the GMTS criterion successfully predicts the Weibull parameters of mode II results in terms of mode I fracture data. |
| Databáze: | OpenAIRE |
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