Source: Roberto Leon, Department of Civil and Environmental Engineering, Virginia Tech, Blacksburg, VA
Polymeric materials are widely used in civil structures, with uses ranging from very soft sealants to more rigid pipes in water and wastewater systems. The most basic definition of a polymer is a molecular structure with repeating subunits. The term polymer comes from Greek, where "poly" means many, and "-mer" means basic unit. Monomers, or single mers, are the specific repeating units. With polymers, the structure, including the length of the carbon backbone and the varying flexibility, will dictate the properties of the polymer. Polymers are classified into 3 subcategories: plastics, elastomers, and rigid rod polymers. Plastics are further subdivided into thermosets, which do not soften on heating, and thermoplastics, which do soften when heated and harden on cooling. Additionally, thermoplastics are mostly linear or branched polymers with little to no cross-linking, whereas thermosets exhibit 3D structure and have extensive cross-linking. Elastomers, or rubbers, are long, coiled chains and can be stretched to twice the original length, but will contract back to the original size when released, whereas rigid rod polymers do not stretch and are strong, crystalline structures.
In this laboratory, we will look at several different polymeric materials, including high density polyethylene (HDPE), polyvinyl chlorides (PVC), nylon, and methyl methacrylate (acrylic) in order to understand the breadth and diversity of the stress-strain curves for these materials and how their mechanical properties affect their performance.
Polymers are made up of a carbon backbone with distinctive side chains. Carbon exhibits tetrahedral bonding, thus the bonds are capable of rotation, resulting in chains that can be straight, kinked, twisted, or bent. The flexibility of the bonds is determined by the number of double bonds and cross-linking bonds, as well as the character of the side chain groups. More double and cross-linking bonds will restrict rotation. While small side chain groups allow more free rotation, bulky side groups restrict rotation.
Knowing the differences between the structures of the various types of polymers helps guide application use. Thermoplastics have chains that are not connected, but are instead held together by weak van der Waals forces, enabling the chains to slide past one another. This property allows thermoplastics to easily deform, and it also makes them easy to recycle. On the other hand, thermosetting plastics have strong covalent bonds and are cross-linked, or connected with one another. This characteristic makes thermosetting plastics difficult to recycle. Usually, the materials are shredded and reused as filler material.
Along with the bonding types, another characteristic that one should consider when selecting a polymer for a particular application is the degree of crystallization. Polymers can be amorphous (non-ordered) or crystalline (well-ordered), but are generally somewhere in between and termed semi-crystalline. The degree of crystallization depends upon rate of cooling, chain configuration, and the molecular chemistry. A higher degree of crystallization tends to result in a higher strength, Young's modulus (E), and temperature resistance. On the other hand, to determine the degree of polymerization, one must determine an average molecular weight for the chains, as in real life applications chains will be of varying lengths. The degree of polymerization, n, is simply the molecular weight of a chain divided by the molecular weight of a monomer. The stress-strain behavior of polymers is highly variable. Thermoplastics display both ductile and brittle behavior, while thermosets tend to only exhibit brittle behavior. On the other hand, elastomers often have a low Young's modulus and display non-linear behavior. The properties of polymers lie somewhere between a Hookean and a Newtonian material, as they depend on strain, time, and temperature. Hookean material properties depend on strain, while Newtonian material properties depend on the rate of strain. Under tensile testing, some polymers will undergo necking, where the material can strain and elongate the specimen when tensile forces are applied. Various polymer types will undergo different forms of failure when stretched in a tensile test. The resultant failure can be chain uncoiling, cracking, or the separation of crystalline block.
Temperature also plays a key role in how polymers will behave. TM is the melting temperature of the material, and TG is the glass transition temperature. Principally, if T > TM, the material is liquid-like, or viscous. However, if T < TG, the material is glassy and will be brittle. If T ~ TG, the material is rubbery, while if T > TG, the material is flowing and more ductile. Figure Y illustrates this behavior.
Typical failures for these materials are shown in Fig. 1 to Fig. 4. Fig. 1 shows the progression of failure in a polyethylene, with an initial necking and subsequent progression of necking up and down the specimen as the polymeric chains uncoil. High-density polyethylene material, if loaded slowly, can stretch to several times its initial length (Fig. 2). PVC, on the other hand, shows a similar failure progression, but with much lower ductility (Fig. 3). This figure also demonstrates the typical influence of strain rate on deformation capacity; the faster the rate, the lower the ductility and the slightly higher the strength. In contrast, the acrylic specimen basically fails without any non-linear deformation (Fig. 4).
Figure 1: A. Progression of necking in a short HDPE specimen. B. Close up of necking near grip, showing comparison to original specimen.
Figure 2: Large deformations possible in a HDPE loaded slowly. The photo shows the entire specimen whose end is shown in Fig. 1B.
Figure 3: Failure in a PVC specimen showing strain rate effects.
Figure 4: Failure in an acrylic specimen.
The results for the stress-strain curves for the four materials are shown in Fig. 5 through Fig. 8.
Figure 5: Stress-strain curve for HDPE.
Figure 6: Stress-strain curve for PVC.
Figure 7: Stress-strain curve for nylon.
Figure 8: Stress-strain curve for an acrylic.
It is important to note that Fig. 5 through Fig. 8 all have very different horizontal and vertical scales. The test results for those experiments are summarized in Tables 1 and 2, while Fig. 9 shows a comparison of the stress-strain curves up to 50% strain. The difference in elongation percentages (Table 2) are striking and show the great variation between the mechanical behavior of polymeric materials. The strength variation is somewhat smaller, with only the HDPE showing a significantly lower value. The behavior ranges from elastic brittle for acrylic to very ductile and softening for HDPE.
Table 1: Raw data summary.
Figure 9: Comparisons of stress-strain curves, up to 50% strain, for all polymers tested.
MATERIAL | PVC | HDPE | Acrylic | Nylon | |
Initial Area | 0.0624 | 0.0633 | 0.0624 | 0.0628 | in.2 |
Final Area | 0.0185 | 0.0076 | 0.0605 | 0.0528 | in.2 |
% Change in Area | 70.37 | 87.92 | 3.00 | 15.84 | % |
Original Gage Length | 1.987 | 2.021 | 2.123 | 2.245 | in. |
Final Gage Length | 2.157 | 6.985 | 2.098 | 3.650 | in. |
% Elongation | 8.56 | 245.62 | -1.18 | 62.58 | % |
Strain for Initial Stiffness | 0.012 | 0.019 | 0.020 | 0.020 | in./in. |
Stress for Initial Stiffness | 8.0 | 2.5 | 7.0 | 8.0 | ksi |
Initial Modulus | 667 | 132 | 350 | 400 | ksi |
Strain for 0.2% strength | 0.0090 | 0.0160 | 0.0165 | 0.0090 | in. |
Yield Strength (02% offset) | 4.6 | 1.8 | 4.9 | 2.0 | in. |
Table 2: Summary of results.
Fig. 9 shows the large variation in load-deformation characteristics for several polymers. The behavior ranges from purely strong, elastic and brittle for the acrylic specimen to soft, highly visco-elastic and very ductile for the HDPE. These reflect the extreme properties of thermosets (acrylic) to thermoplastic (HDPE, nylon and PVC). It is interesting to note that the PVC, which is frequently used in finished and pies in our buildings and homes, shows a good balance of strength, viscoelasticity and ductility.
In civil engineering applications, polymers are commonly used for coatings, sealants, adhesives, siding, pipes, pipeliners, geotextiles, geogrids, geomembranes, interior finishing, repair, restoration, as well as exterior structural elements. The plastics industry in the United States is very large, and it accounts for almost 1 million jobs and $308 billion in industry shipments during 2014. There are also many natural polymers used in the commercial field, such as wood, rubber, cotton, and leather, as well as in the field of biology, such as proteins, enzymes, and starches. Even the Tupperware and take-out food containers one uses when eating out are made up of polymers.
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