Related Experiment Video
Updated: Nov 1, 2025

Manufacturing of Three-dimensionally Microstructured Nanocomposites through Microfluidic Infiltration
Published on: March 12, 2014
Fatigue crack growth in epoxy polymer nanocomposites
Anthony J Kinloch1, Rhys Jones2,3, John G Michopoulos4
1Department of Mechanical Engineering, Imperial College London, Exhibition Road, London SW7 2AZ, UK.
Abstract:
The present paper describes detailed analyses of experimental data for the cyclic-fatigue behaviour of epoxy nanocomposite polymers. It has been shown that the data may be interpreted using the Hartman-Schijve relationship to yield a unique, 'master', linear relationship for each epoxy nanocomposite polymer. By fitting the experimental data to the Hartman-Schijve relationship, two key materials parameters may be deduced: (i) the term A, which may be thought of as the fatigue equivalent to the quasi-static value of the fracture energy, G, and (ii) the fatigue threshold value, [Formula: see text], below which no significant fatigue crack growth (FCG) occurs. It has then been established that the values of these parameters, together with the slope, n, and intercept, D, of the Hartman-Schijve master relationship, may be used (i) to compute the experimental results measured for the fatigue behaviour of the epoxy nanocomposite polymers, (ii) to understand the observed fracture and fatigue behaviour of these materials with respect to the structure of the epoxy nanocomposite polymers, and (iii) to deduce the 'upper-bound', i.e. 'worst-case', FCG rate curve which may be used by industry as a material development, material selection, design and service-life prediction tool when these epoxy nanocomposite polymers are used in engineering applications such as structural adhesives and/or as matrices in fibre-reinforced composites. This article is part of a discussion meeting issue 'A cracking approach to inventing new tough materials: fracture stranger than friction'.
More Related Videos
07:37Full-field Strain Measurements for Microstructurally Small Fatigue Crack Propagation Using Digital Image Correlation Method
Published on: January 16, 2019
07:15A Testing Platform for Durability Studies of Polymers and Fiber-reinforced Polymer Composites under Concurrent Hygrothermo-mechanical Stimuli
Published on: December 11, 2014
Related Concept Videos
Fatigue Strength of Concrete
Fatigue
Microcracking in Concrete
Types of Non-structural Cracks in Concrete
Plastic shrinkage cracks typically form within hours after the concrete is poured. The concrete's surface dries faster than the bottom, creating tensile stress that the still-plastic concrete cannot withstand, leading to diagonal or randomly patterned cracks on the concrete surface.
Fiber Reinforced Concrete
Accelerated Curing of Concrete