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Materials Research

Print version ISSN 1516-1439On-line version ISSN 1980-5373

Mat. Res. vol.7 no.4 São Carlos Oct./Dec. 2004

http://dx.doi.org/10.1590/S1516-14392004000400004 

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Characterization and thermal behavior of polymer-modified asphalt

 

 

Maria da Conceição Cavalcante Lucena; Sandra de Aguiar Soares*; Jorge Barbosa Soares

Dept. of Organic and Inorganic Chemistry, Dept. of Transportation Engineering Universidade Federal do Ceará C.P. 12200, 60455-760, Fortaleza - CE, Brazil

 

 


ABSTRACT

A styrene-butadiene-styrene modified asphalt cement was characterized by infrared, differential scanning calorimetry, thermogravimetric analysis and empirical tests such as ring and ball softening point, penetration and elastic recovery. After aging in the rolling thin-film oven, the polymer-modified asphalt presented structural changes relating to oxidation of the material. The infrared spectra showed an increase in hydroxyl groups and the formation of carbonyl compounds and sulphoxides. The percentage of crystallized fraction calculated from differential scanning calorimetry was 0.41%. Thermogravimetric analyses in inert and oxidative atmospheres revealed distinct events during thermal decomposition; the initial activation energies were similar, but changed as the process evolved.

Keywords: modified asphalt characterization, SBS copolymer, thermal degradation


 

 

1. Introduction

Petroleum asphaltic cement (AC) composed of aromatic hydrocarbons, paraffins and resins has been used for a variety of purposes, but most importantly for road surfacing1. Certain AC binder properties are required in this application to prevent the occurrence of three major pavement stresses, i.e., rutting, fatigue and thermal cracking. Pavement asphalt mixtures are sensitive to degradation agents such as heat, oxygen, ozone, chemicals, etc. to which they are exposed during their preparation, storage and service2. Thermo-oxidative processes lead to the formation of unstable chemical structures which may induce deterioration of the physical and chemical properties of asphaltic surfaces.

Considerable research in recent years has focused on improving the functional properties of the AC3. The use of synthetic polymers as additives, via chemical or physical blending, has been shown to greatly improve the performance of conventional asphalts4. The thermoplastic nature of these binders has displayed the ability to combine properties of elasticity, strength and adhesion to increase road life. Improved properties also include greater resistance to aging and stability at high temperatures.

Thermoplastic copolymers such as styrene-butadiene-styrene (SBS) have exhibited the greatest potential for bitumen modification5. The SBS structure consists of a triblock chain having a two-phase morphology of styrenic block domains within a matrix of polybutadiene6. The polystyrene end-blocks confer strength on the polymer, while the rubbery polybutadiene gives elasticity. When SBS is blended with AC, it is believed the elastomeric phase of SBS absorbs the maltenes from the oil fractions, forming a continuous network. The large-scale use of these polymers may be attributed to their networks, which are due to the rheologic properties of the modified binder and the interactions of bitumen constituents that increase the complex modulus and the elastic response7.

The use of SBS as an asphalt modifier was first developed by SHELL Chemical Company8. Considerable research has been done under different conditions to identify the various parameters that affect the properties of SBS modified asphalts9. Much effort has also been dedicated to establishing the parameters that determine optimum mixing conditions (bitumen source, polymer content, bitumen-polymer compatibility and aging), as well as the properties necessary to stabilize modified asphalt.

The addition of a SBS copolymer containing soft and glassy segments such as styrene-butadiene-styrene block is expected to affect the molecular microstructure of asphaltic material. In theory, the soft segments provide greater toughness and low temperature cracking, while the hard segments improve the material's strength. The degree of modification depends on the nature of the base bitumen and on the AC-polymer compatibility. Thermal cracking, in particular, can be associated with phase separation, suggesting the immiscibility of the base bitumen and the polymer10.

CAPFLEX is a SBS asphalt binder commercialized by Petrobras for road paving applications in Brazil, where bituminous materials are characterized primarily on the basis of empirical testing methods. This article reports on a study of CAPFLEX, identifying some of the material's physical and chemical properties and its thermal behavior. Parameters such as glass transition temperature (Tg) and amount of crystallized fractions were monitored by differential scanning calorimetry (DSC)11-13 and these data correlated with the thermal susceptibility of pavements. The degradation of the SBS-modified asphalt was also studied using the rolling thin-film oven test (RTFOT) according to the recommendations of the Strategic Highway Research Program (SHRP)14 given in the Superior Performance Pavements (SUPERPAVE) specifications15. The aging process was monitored using techniques such as TGA and infrared (FTIR). The material was also characterized based on conventional empirical tests such as penetration16, softening point17, elastic recovery18 and viscosity at 135 °C19. Thermal analysis, commonly used for polymeric systems20, was also performed using thermogravimetry (TGA) to observe the degradation process at a higher temperature and to study the kinetics. It is expected that the finding properties and parameters associated with thermal degradation should serve to underpin further studies in this area of research.

 

2. Materials and Methods

2.1. Materials

The AC 20 modified with 4% of SBS (CAPFLEX) used in the present study is produced by Petrobras BR Distribuidora. The AC 20 was produced at REDUC (Refinaria Duque de Caxias) from Arabian light petroleum.

2.2. Methods

2.2.1. Sampling

The sampling of CAPFLEX for all the tests performed here followed the ASTM D140 standard21.

2.2.2. Characterization of CAPFLEX

The penetration test of the modified asphalt was performed at 25 °C, with a 10 g load applied for 5 s according to the ASTM D5 specification. The softening point test was performed following the ASTM D36 to obtain the penetration index of the modified asphalt. The elastic recovery (ASTM D6084) was also determined. The viscosity at 135 °C was measured using a Brookfield viscometer model DVII + attached to a THERMOSEL temperature controller.

2.2.3. Oxidative Aging

The aging was simulated in the RTFOT in accordance with the ASTM D2872 specification. Approximately 35 g of CAPFLEX were weighed, heated to 163 °C and held at that temperature for 85 min, after which the volatile content was calculated.

2.2.4. Structural Characterization by FTIR

The structural modifications after aging were investigated by infrared spectroscopy using a Shimadzu FTIR-8300 spectrometer. The spectra of the homogenized material, in the form of KBr discs, were analyzed in the range of 400 to 4000 cm1.

2.2.5. Thermal Analysis

• DSC

The DSC curves were performed on 10 mg samples in an aluminum holder, under a nitrogen flow (100 mL.min-1) at a rate of 10 °C.min-1, in the range of -80 °C to 200 °C, using a Shimadzu DSC-50 calorimeter. Glass transition and paraffin dissolution were measured in the heating curve. The percentage of crystallized fractions (% Fc) was determined from Eq.122:

where DHobs is the observed enthalpy relative to the dissolved paraffin in the CAPFLEX sample. A value of 200 J/g was considered, based on the fusion enthalpy of n-alkanes with a chain of carbon atoms between 30 and 4023.

• TGA

Thermal decomposition was verified in 10 mg samples in an aluminum holder under a nitrogen or air flow (50 cm3. min-1), heated from 25 to 600 °C at varying heating rates of 5, 10, 20 and 40 °C.min-1. The TGA curves and its differential (DTG) were carried out in a Shimadzu TGA-50 thermogravimetric analyzer. The apparent activation energy as a function of the degree of decomposition in air and nitrogen atmospheres was calculated by the Ozawa method20.

 

3. Results and Discussion

3.1. Characterization of CAPFLEX

Table 1 compares the properties of CAPFLEX against those of unmodified AC 20.

CAPFLEX showed a greater penetration value than the unmodified AC, which was not expected. The penetration value typically decreases with increased copolymer content24. This unexpected result was attributed to the presence of a diluent added to the modified AC formulation. This diluent is commonly used to increase the materials' compatibility. However, as expected, the modified asphalt showed a higher softening point and absolute viscosity at 135 °C8. The material's elastic properties improved with the incorporation of the polymer, with elastic recovery increasing from 2.5% (AC) to 62.5% (CAPFLEX).

3.2. Oxidative Aging

A volatile content of 1.4% was obtained in the simulated aging of the modified asphalt by RTFOT. The specification for performance graded asphalt binder25 limits the volatile content from RTFOT to 1%. However, there is no such limit in the polymer asphalt binder specification26.

The influence of aging on the characteristics of the modified asphalt was studied by FTIR spectrometry. The FTIR spectra before and after RTFOT are illustrated in Fig. 1 while the main representative bands are given in Table 2.

 

 

 

 

The asphalt binder displayed physical and chemical changes when subjected to a thermal-oxidative process. These changes may be caused by the loss of volatiles or specimens of low molecular weight, or even by the formation of hydrogen bonds. The formation of carbonyl groups was observed, coupled with increased absorption at a frequency of 1650 cm1, relating to C = O stretching as a result of AC oxidation. The absorption at the frequency 1160 cm1 was attributed to anhydride groups also formed after oxidation. A small number of sulphoxide groups, characterized by the band at the 1030 cm-1 frequency (S = O stretching), were also noted. Very small bands that appeared at 900 to 700 cm-1 were attributed28 to the styrene part of the SBS co-polymer. An increase was also observed in the intensity of the band at 3400 cm-1 (OH stretching), which was related with oxidation of the polybutadiene portion in the copolymer. These attributions were based on the oxidation products typically formed in asphaltic binders upon aging29 and to oxidation of the polybutadiene27 illustrated in Figs. 2 and 3, respectively.

 

 

 

 

3.3. Thermal Analysis

3.3.1. DSC

The CAPFLEX DSC curve was examined to evaluate its physical characteristics, which depend on aspects such as the refined petroleum source and the petroleum refining process30,31. Figure 4 shows the phase transitions observed. At very low temperatures (-30 °C), the increase in heat capacity can be attributed to the glass transition temperature taken at midpoint. Two exothermic effects (~ -20 °C) occurred above Tg, most likely due to the crystallization of species that do not crystallize during cooling. The melting transition (DH0bs = -823 mJ/g) was indicated by a broad endothermic event at 25 °C, which corresponded to the dissolution of crystallized fractions in the hydrocarbon matrix. The crystalizable fractions content was also quantified as previously described, showing a value of 0.41%, which is considered small32. This result was close to that reported in the literature for the AC refined from Boscan Petroleum (~1%)33, considered an AC with very good paving properties. The extent of crystallizable fractions is commonly associated with the presence of wax content in AC, which is responsible for the problem of pavement exudation and inappropriate thermal susceptibility.

 

 

3.3.2. TGA

Figure 5 shows the thermogravimetric curves of CAPFLEX in N2 (inert) and an oxidative atmosphere.

 

 

Table 3 lists the events that occurred during the experiment. A decrease in the amount of residues was observed when CAPFLEX was subjected to an oxidative atmosphere. The initial decomposition temperature (Tdi) remained unaltered. Under an inert atmosphere, a single decomposition event was observed, whereas four events were observed in the oxidative atmosphere. The first event presented a decomposition temperature (Td) of approximately 360 °C. The other events took place at decomposition temperatures of 382, 450 and 546 °C, respectively. At temperatures above the decomposition of CAPFLEX, there was a strong reactivity between the decomposition products and the oxygen. The complex structure of the bitumen27 (Fig. 6) was composed of unsaturated structures presenting a high reactivity with oxygen.

 

 

 

 

3.4. Activation Energy

Table 4 shows the dependence of the apparent activation energy (Ea), calculated by the Ozawa method, on the degree of decomposition extracted from TGA curves.

 

 

It was found that, at the beginning of the decomposition (0-20%), the CAPFLEX showed similar thermal stabilities in air and nitrogen atmospheres. However, distinct Ea values were observed after 20% of decomposition, which were attributed to the complex behavior of the CAPFLEX decomposition process in the oxidative atmosphere.

 

4. Conclusions

The physical characterization of CAPFLEX showed modified asphalt with greater penetration than the unmodified AC. Its thermal susceptibility and elastic recovery were also improved. CAPFLEX showed a small value of crystallized paraffins at a low temperature, suggesting asphalt with appropriate paving properties and reduced susceptibility to thermal cracking. The aged CAPFLEX revealed an increase in carbonyl, hydroxide and sulphoxide groups due to oxidation, which induced structural modifications. The thermal degradation mechanism appears to be distinct in oxidative and inert atmospheres.

 

Acknowledgments

The authors thank Petrobras BR Distribuidora for the samples and Petrobras/Lubnor for its technical support during the laboratorial tests. The first author is also indebted to the National Petroleum Agency (ANP) for its financial support of this work.

 

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Received: February 2, 2003; Revised: June 29, 2004

 

 

* e-mail: sas@ufc.br
Article presented at the XV CBECIMAT, Natal - RN, November/2002

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