Identification and Specification of Recycled Materials for Use in New Products:
A Case Study in Post-Consumer CarpetsDeanna Hart, Chris Hendrickson, Lester Lave, and Francis McMichael
Green Design Initiative
Carnegie Mellon UniversityIntroduction
The fear of overflowing landfills in the Northeast United States and the lure of value in waste materials inspired municipal solid waste management recycling programs. Across the nation, millions of Americans separate aluminum cans, newspapers, glass and plastic bottles from the waste stream. New attention is being focused on other consumer goods such as appliance, computers, and construction materials. While the separation and collection of the materials is widespread, returning the materials back into new products has not been prevalent. Designers and manufacturers are wary of the recycled materials in many cases due to poor quality, unreliable quantity, and high cost compared to virgin materials. Plastics present an especially difficult problem due to light weight, inconsistent labeling, and intensive separation requirements. Businesses cannot afford to spend the time and money investing in materials that are more costly and result in a less reliable product. The problem facing today's engineers is how to better prepare recycled materials so that manufacturers have more confidence in substituting them for virgin materials.
| Young's Modulus | Yield/Fracture Stress | Elongation | Specific Gravity | |||
| kpsi | GPa | psi | MPa | % | ||
| Recycled Carpet Plastic | 404 | 2.8 | 5,700 | 39 | 3 | 1.37 |
| Nylon 6 (50% Relative Humidity) | 174 | 1.2 | 6,000 | 41 | 290 | 1.13 |
| Nylon 6/6 (Dry) | 406 | 2.8 | 12,000 | 83 | 60 | 1.14 |
| Nylon 6/6 (50% Relative Humidity) | 174 | 1.2 | 8,500 | 59 | 300 | 1.14 |
| 33% GFT ([1]) Nylon 6/6 (50% Relative Humidity> | 800 | 5.5 | 16,000 | 110 | 4 | 1.32 |
| Polypropylene | 218 | 1.5 | 4,800 | 33 | 50 | 0.90 |
| ABS | 305 | 2.1 | 6,000 | 41 | 20 | 1.04 |
| ABS | 305 | 2.1 | 6,000 | 41 | 20 | 1.04 |
| HDPE | 116 | 0.8 | 4,000 | 28 | 300 | 0.96 |
| Steel (structural) | 29,000 | 200 | 36,000 | 250 | 23 | 7.86 |
| Concrete (high strength) | 4,500 | 20 | -- | 40 ([2]) | -- | 2.32 |
| Wood (Douglas fir) | 1,900 | 13 | -- | 50 ([2]) | -- | 0.47 |
[1] Glass filled and rubber toughened
[2] Compression Stress
Lester Lave/Deanna Matthews
Phone: (412) 268-8837/(412) 268-9170
Internet: lave@andrew.cmu.edu/dhm@cmu.edu