Crack Resistance Function Analysis of Flexible Short Fiber in Asphalt

Abstract:

after reasonably analyzing characteristics of flexible fiber reinforcement fragile material, the mechanical model of individual fiber is established while being pulled out from asphalt; the spherical coordinates is adopted to establish the calculation model for short fiber bridging stress evenly distributed in space to calculate the value of bridging stress generated by short fibers while asphalt is breaking; the fiber asphalt sample in big size is adopted to perform low temperature tensile failure test to practically measure bridging stress of short fiber; fit the calculated value and measured value of bridging stress by adjusting parameters in the calculation model to check the rationality of fiber bridging stress in calculation method and model.

• Periodical: Advanced Materials Research (Volumes 243-249)
• Pages: 4182-4187
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.243-249.4182
• Online since: May 2011
• Authors: Zhi Yong Ding, Jing Liang Dai, Bo Peng
• Keywords: Asphalt, Bridging Stress, Calculation Model, Flexible Short Fiber, Tensile Test

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