Polymers in Modified Asphalt Robert Q. Kluttz KRATON Polymers
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1 Polymers in Modified Asphalt Robert Q. Kluttz KRATON Polymers
2 Polymers in Modified Asphalt Types of Polymers Compatibility of Polymers Effects of Polymers Analysis of polymers Recovery of PMA
3 What Is a Polymer? Some Examples Polymers are everywhere You eat them, You wear them, You work with them, You use them all the time! carbohydrates proteins nucleic acids wood cotton silk nylon polyester polystyrene PVC adhesives coatings fibers elastomers foams
4 What Is a Polymer? A polymer is made of distinct monomer units all connected together. A polymer is a long string (or net) of small molecules connected together through chemical bonds. OK, but why is that important? The chain connectivity of the polymer can give the chain great strength...and at the same time they can be very flexible. It also make the polymer viscosity high in both the solution and melt state... Now liquids behave elastically to some degree... they are viscoelastic. They are easily moldable, castable, soluble, spinnable, etc.... and so many useful objects can be made from them.
5 Differing Monomers (Repeat Units) Homopolymer AAAAAAAAAAAAAAAAAAAA Copolymers Random Alternating Block Grafted BABABBBAABABABAABBAB ABABABABABABABABABAB BBBBBBAAAAAAAABBBBBB A AA AA A A A BBBBBBBBBBBBBBBBBBBB A A AA AA
6 Polymer Synthesis Condensation Polymerization Splits off a small molecule (usually water) Requires at least di-functional monomers Addition Polymerization No molecule split off Involves the opening of a double bond
7 Condensation Polymers Polyamides Polyesters Polycarbonates
8 Addition Polymerization
9 Structures of Common Polymers
10 Structures of Common Polymers
11 Stereoisomerism
12 Polymer Structures Linear Branched Cross-linked
13 Types of Branching
14 Molecular Weight Growth Molecular Weight Addition R = Slope Condensation R = constant implies no termination Time -->
15 Molecular Weight Distributions ANIONIC ZIEGLER-NATTA FREE RADICAL CONDENSATION Type of reaction determines molecular weight distribution. Measured by GPC.
16 Thermoplastic vs. Thermoset Cool Heat Heat Thermoset Thermoplastic
17 Physical States of Polymers Amorphous Glass Transition Temperature (Tg) Semi-crystalline Glass Transition Temperature and melting point (Tm) Regular Structure Hydrogen Bonding or Dipole Interactions
18 Physical States of Polymers Glass: Not ordered on a molecular scale, sometimes very brittle, easily penetrated by solvents/plasticizers Solid Liquid Crystal: very strong local order, not easily penetrated by solvents, Tm can be relatively high
19 Separation My asphalt has waxes, asphaltenes, metals, salts, etc., yet it stays together. Why do my polymers separate? Because Flory-Huggins says so! G mix = H mix T S mix G mix /RT = (ϕ A /X A )lnϕ A + (ϕ B /X B )lnϕ B + χ AB ϕ A ϕ B where χ AB = (δα δβ) 2 /RT
20 Solubility Parameters Asphaltenes Resins Nylon PET EVA Aromatics Cyclics Saturates PE
21 Dispersion in Asphalt What is the appropriate scale? Millimeter scale visible particles Micrometer scale HMAC film thickness Nanometer scale molecular size Working Premise to truly be considered a binder modifier, the modifier must disperse at approximately the scale of HMAC film thickness and behave more as a liquid than as a solid at mixing and compaction temperatures.
22 Polymer Requirements for Asphalt Requirements for Dispersion in Asphalt Thermoplastic Suitable Polarity Minimal Ionic Interactions Minimal Crystallinity Requirements for Processing in Asphalt Suitable Molecular Weight Suitable Stability Suitable Dispersibility at Processing Temp
23 So What Does That Leave? Low Crystallinity Polyolefins (LDPE, APP, etc.) Styrene Diene Polymers Styrenic Block Polymers (SBS) Random Styrene Diene Polymers (SBR) Olefin Vinyl Polymers (EVA, PVC) Olefin Acrylic Polymers (Ethylene Acrylates)
24 Physical Effects of Polymers in Asphalt Reduce Temperature Susceptibility Increase Tensile Strength Increase Elasticity
25 Temperature Susceptibility of Polymer Modified Asphalt Penetration, units Conventional Asphalt Fraass Point Softening Point Polymer Modified Asphalt 10, Blown Asphalt Viscosity, Poise Temperature, F 1
26 Tensile Properties Stress Polymer Modified Asphalt Elongation Straight Run Asphalt
27 Analysis of Polymers in Asphalt Infrared Analysis NMR Analysis GPC Analysis Microscopy
28 Recovery of PMA from Hot Mix Polymers may crosslink Polymers may adhere strongly to aggregate Polymers may be less soluble in the extraction medium than they are in hot asphalt There is no guarantee that extracting 98+% of asphalt will also extract 98+% of the polymer modifier.
29 Recovery of PMA from Hot Mix Asphalt and polymers age. The chemical changes may alter the thermodynamic minimum morphology. The semi-rigid matrix of PMA may not allow morphological changes to accommodate the change in thermodynamically favored morphology Dissolving, then reprecipitating, the PMA will most definitely allow morphological rearrangement. Thus the morphology of extracted PMA, and thus the rheological properties of extracted PMA, may be different from those in in situ PMA in hot mix.
30 Thank you for your kind attention! Questions? Comments?
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