Microdamage healing in asphalt and asphalt concrete, volume 3 : a micromechanics fracture and healing model for asphalt concrete.
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2001-06-01
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Edition:Final; Feb. 1998.
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Abstract:Volume 3 documents the development of a micromechanics fracture and healing model for asphalt ; concrete. This model can be used to calculate the density and growth of microcracks during repeated direct ; tensile controlled-strain loading. The model is based on a relationship among stiffness changes in the mixture as ; damage occurs, the rate of change in dissipated pseudo strain energy as loading are applied to the samples and ; as damage occurs and mixture properties including crack length changes upon loading and mixture cohesive ; surface energies. The report demonstrates that microcrack growth is the dominate mode of distress at ; temperatures below 25C and that microcrack healing is the dominate mode of recovery of dissipated pseudo ; strain energy at these test temperatures. However, at temperatures above about 25C, the predominate mode of ; distress is plastic damage. Cracking rates during fatigue damage are related to de-wetting cohesive surface ; energy measurements of the bitumen whereas microcracking healing rates are related to wetting cohesive surface ; energy measurements of the bitumen. Surface energies of five bitumens with widely different chemical ; compositions were found to correlate strongly with healing properties as defined by viscoelastic fracture and ; healing theory.
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Main Document Checksum:urn:sha-512:fad4268df3e7f53df86069e50216216b258649d8e7d9092620eb1144c328b0f92ed902b81e5a4e7b1df000b1fb7bc2af1289f5b63295f2544b1c37056a3dab8d