Capable composites

A University of Wisconsin-Madison scientist has dispelled a 50-year-old theoretical notion that composite materials must be made only of ‘stable’ individual materials to be stable overall.

Writing in the February 2 issue of the journal Physical Review Letters, Engineering Physics Professor Walter Drugan proves that a composite material can be stable overall even if it contains a material having a negative stiffness, or one unstable by itself-as long as it is contained within another material that is sufficiently stable. ‘It’s saying you’re allowed to use a much wider range of properties for one of the two materials,’ he said.

Composite materials – or materials made by combining multiple distinct materials – deliver advantages over conventional materials including high stiffness, strength, lightness, hardness, fracture resistance or economy. ‘The idea is that you have one material with some great properties, but it also has some disadvantages, so you combine it with another material to try to ameliorate the disadvantages and get the best of both,’ said Drugan.

Until now, materials engineers adhered to proven mathematical limits on composite performance, he said. ‘For example, if you give me two materials and one has one stiffness and the other has another stiffness, there are rigorous mathematical bounds that show that with these two materials, you cannot make a material that has a stiffness greater than this upper bound,’ said Drugan. ‘However, all these theoretical limits are based on the assumption that every material in the composite has a positive stiffness-in other words, that every material is stable by itself.’

When slightly disturbed, stable materials, like those with positive stiffness, return easily to their original state. Unstable materials, like those with negative stiffness, quickly collapse or undergo a large, rapid deformation at the slightest perturbation.

The idea of incorporating a material with negative stiffness into a composite designed to be highly stiff originated with UW-Madison Wisconsin Distinguished Professor of Engineering Physics Roderic Lakes, said Drugan. Some six years ago, Lakes noticed that, in the mathematical formulas that predict how a composite will perform based on its component material properties, employing a material with a suitably chosen negative stiffness theoretically would yield an infinitely stiff composite.

Lakes took his ideas into the lab, where he created such a composite by embedding a material that behaved like one with negative stiffness in a matrix of a material with positive stiffness. Through dynamic experiments, conducted under oscillatory loading, he showed that the composite stiffness was greater than the mathematical bounds indicated it could be, given the combination of materials.

Since Lakes’ experiments were dynamic, and since dynamics often has a stabilising effect, it remained unknown whether such material response could be obtained in the static loading case, which is practically important since many structural components are designed to support static loads.

Lakes and Drugan, who have had a continuing research collaboration on this topic, published a 2002 paper in the Journal of the Mechanics and Physics of Solids in which they showed that if a composite material containing a negative-stiffness phase could be stable, and if they tuned the negative stiffness the right way, the predicted composite property could be infinite stiffness for a broad range of composite materials.

Then Drugan set out to prove theoretically that such a material can be stable under static loading. ‘In general this is a very challenging problem, but I finally found a clean way to analyse it,’ he said.

Drugan hopes his proof will awaken materials engineers to a new, broad range of possibilities for making composite materials.