UNIVERSITY PARK, Pa. — Understanding the behavior of composite materials is important to advancing their design, since attempts to further strengthen or stiffen them can sometimes produce counterproductive results. A $545,000 grant over three years from the National Science Foundation (NSF) aims to answer some of the central questions about the microstructural mechanisms that lead to composite performance.
Michael Hillman, L. Robert and Mary L. Kimball Assistant Professor of Civil and Environmental Engineering at Penn State and principal investigator on this project, has partnered with Jing Du, assistant professor of mechanical engineering at Penn State, to combine experiments and simulations in order to study composite behavior. Their focus will be on polymer-ceramic composites.
“We're trying to look at what the contributing factors on the microstructural level are to toughening and stiffening these composites,” Hillman said. “Once we understand what these factors are, we hope that information can be used to design new materials in the future.”
Composite materials, made from combining two or more materials, are used in everything from buildings to aircrafts because of their unique ability to provide high strength- and stiffness-to-density ratios. But even though their use is widespread, it is still difficult to characterize their strength and the factors that contribute to it for each material. A new computational approach called the continua-discontinua particle method (CDPM) hopes to shed light on this problem.
CDPM combines the strengths of two numerical methods commonly used to simulate fracture, the traditional continuum-based method and the discrete approach.
The discrete approach consists of simulating material and structural behavior using a large number of small particles. In this method, a pre-existing network of particles is bonded and then the bonds are cut to simulate a fracture. This method allows the simulation of very complex fracture patterns, but has some inherent shortcomings in simulating the deformation under certain loadings and types of failure.
According to Hillman, the continuum method focuses on the mechanical behavior of materials modeled as a continuous mass rather than as individual discrete particles. Modeling an object as a continuum means that fractures need to explicitly be introduced into the system, thus limiting the ability to model complex fracture.
“The approach I'm taking is to start with a continuum approach because you need that behavior in the unfractured material, and then transition the model into a discrete approach,” said Hillman. “It basically bridges the two to combine the advantages of both.”