Numerical Investigation of Asphalt Concrete Fracture Based on Heterogeneous Structure and Cohesive Zone Model

نویسندگان

چکیده

The fracture behavior of asphalt concrete is closely related to its internal structure. A deep understanding the relationship between structure and very important for sustainable durable pavement design. In this paper, a CZM-based FE model was developed investigate concrete. An image-aided approach used generate 3-D heterogeneous series 2-D cross sections were extracted from finite element modeling. Then numerical simulations SCB tests conducted validated with experimental results. With model, effects some critical factors, including temperature, loading rate, aggregate geometry, strength, energy, on investigated. analysis results showed that average damage adhesive elements higher than cohesive at peak load. At lower temperatures, tends crack earlier, cracking path be marginally closer aggregates. rate may induce more, but minor, since CZM in mortar cannot bear much more stress through deformation. Angular aggregates percentage damaged elements, especially adhesive-damaged elements. On average, each 10% increase energy allows specimen 2.31% load 2.82% displacement. Sufficient could improve ability resist fracture.

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ژورنال

عنوان ژورنال: Applied sciences

سال: 2022

ISSN: ['2076-3417']

DOI: https://doi.org/10.3390/app122111150