Influence of specimen size on fracture energy of asphalt concrete

Michael P. Wagoner, William G. Buttlar

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

The development of mechanistic-based design approaches has driven efforts to develop models that describe the cracking phenomena in asphalt concrete. The models require material properties to describe how a crack nucleates, initiates, and propagate in asphalt concrete. Asphalt concrete falls within a category of materials that are defined as quasi-brittle, which requires careful analysis of test data to ensure that the obtained properties are relevant. The fracturing of asphalt concrete involves complex phenomena that occur within a fracture process zone (FPZ) ahead of the crack tip. Within the FPZ, aggregates can slide along the crack face, bridge the crack face, blunt the crack tip, and the asphalt mastic can yield under high strain. This study seeks to extend the current understanding of fracture in asphalt concrete by: providing new experimental fracture data from specimens with a range of in-plane dimensions and thicknesses; studying the size effect of asphalt concrete fracture in the context of the classic size effect law; applying a boundary effect model to obtain the size-independent fracture energy parameter, and; demonstrating how the current results can be used in simulations of pavement fracture using non-linear fracture mechanics. Experimentally-determined fracture energy using routine data interpretation methods produce values which are sensitive to specimen dimensions, particularly the length of the crack ligament and specimen thickness. A statistical analysis of data demonstrated significant differences in fracture energy for changes in fracture ligament lengths as little as 56 mm and for thickness variations as small as 25 mm. The size effect in asphalt concrete is found to adhere to a size effect law. The boundary effect model, originally developed for Portland cement concrete, is applied to asphalt concrete to obtain a size-independent estimate of material fracture energy.

Original languageEnglish (US)
Title of host publicationAsphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions
Pages391-426
Number of pages36
Volume76
StatePublished - 2007
EventAsphalt Paving Technology 2007 AAPT - San Antonio, TX, United States
Duration: Mar 11 2007Mar 14 2007

Other

OtherAsphalt Paving Technology 2007 AAPT
CountryUnited States
CitySan Antonio, TX
Period3/11/073/14/07

Keywords

  • Asphalt concrete
  • Disk-shaped compact tension
  • Fracture energy
  • Size effect
  • Tensile strength

ASJC Scopus subject areas

  • Energy(all)
  • Civil and Structural Engineering
  • Building and Construction

Fingerprint Dive into the research topics of 'Influence of specimen size on fracture energy of asphalt concrete'. Together they form a unique fingerprint.

  • Cite this

    Wagoner, M. P., & Buttlar, W. G. (2007). Influence of specimen size on fracture energy of asphalt concrete. In Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions (Vol. 76, pp. 391-426)