Characterization and Model Validation for Large Format Chopped Fiber, Foamed, Composite Structures Made from Recycled Olefin Based Polymers

• Published in: Polymers Vol. 12; no. 6; p. 1371
• Main Authors: Pulipati, Daniel P., Jack, David A.
• Format: Journal Article
• Language: English
• Published: Basel MDPI AG 18.06.2020; MDPI
• Subjects: Aspect ratio; Bend tests; Composite materials; Composite structures; Compression tests; Filled plastics; Finite element method; foams; Format; Glass fiber reinforced plastics; High density polyethylenes; Industrial wastes; Large format; Linear analysis; Manufacturing; Material properties; Mathematical analysis; Mechanical properties; micro-mechanics; Micromechanics; modeling; Nonlinear analysis; Performance prediction; Plastic foam; Polyethylene; Polymer melts; polyolefins; recycling; Researchers; structure-property relations; Studies; Timber (structural)
• ISSN: 2073-4360; 2073-4360
• DOI: 10.3390/polym12061371

The purpose of this research is to predict the material performance of large format foamed core composite structures, such as crossties or structural timbers, using only constitutive properties. These structures are fabricated from recycled post-consumer/post-industrial waste composed of High-Density Polyethylene (HDPE) and Glass Filled Polypropylene (GFPP). A technical challenge in predicting the final part performance is the mathematical correlation between the microstructural variations and the macroscopic responses as a function of fiber aspect ratio, cell density, and constitutive properties of the polymer blend. The structures investigated have a dense and consolidated outer shell and a closed cell foamed core. The non-linear shell and the foamed core material properties are analyzed with micromechanics models, and the reference stress of the shell and core is predicted using a modified Rule of Mixtures model. The predicted properties are used as the inputs for a Finite Element Analysis (FEA) model, and the computational results are compared to experimental four-point bend test results for sixteen samples performed on a 120-kip compression stage. The results show that the mean of the characterized deflections from the four-point bend tests did not show any variations for an isotropic and transversely isotropic model using a linear analysis. This model was then extended to a non-linear analysis using the Ramberg–Osgood model to predict the full crosstie four-point bend test behavior. The FEA model results show a deviation of 2.45 kN compared to the experimental variation of 3.58 kN between the samples measured.