13.07.2015 Views

Properties of biocomposites based on lignocellulosic fillers

Properties of biocomposites based on lignocellulosic fillers

Properties of biocomposites based on lignocellulosic fillers

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

ARTICLE IN PRESS10 L. Avérous, F. Le Digabel / Carbohydrate Polymers xxx (2006) xxx–xxxStress (MPa)PBATLCF 10%LCF 20%Strain (%)Fig. 10. Tensile mechanical behaviour (nominal values). Evoluti<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> the stress vs. strain for different <str<strong>on</strong>g>biocomposites</str<strong>on</strong>g> (0, 10, 20 wt % <str<strong>on</strong>g>of</str<strong>on</strong>g> LCF 0–1 ).Table 5Tensile mechanical properties <str<strong>on</strong>g>of</str<strong>on</strong>g> PBATModulus (MPa) Yield stress (MPa) Strength at break (MPa) El<strong>on</strong>gati<strong>on</strong> at the yieldpoint (%)El<strong>on</strong>gati<strong>on</strong> at break (%)E Ær Y æ Nominal r Y True Ær b æ Nominal r b True Æe Y æ Nominal e Y True Æe b æ Nominal e b True40 6 8 >12 >84 32 28 >600 >2003.3.1. Effect <str<strong>on</strong>g>of</str<strong>on</strong>g> filler sizeFig. 12 shows, respectively, the variati<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> the modulusand the true values <str<strong>on</strong>g>of</str<strong>on</strong>g> e Y , e b , r Y ,andr b for the different <strong>fillers</strong>fracti<strong>on</strong>s. These graphs present the mechanical behaviour<str<strong>on</strong>g>of</str<strong>on</strong>g> LCF 0–1 , LCF 0–0.1 , and LCF 0.1–1 <str<strong>on</strong>g>based</str<strong>on</strong>g><str<strong>on</strong>g>biocomposites</str<strong>on</strong>g> reinforced at 30 wt%. These compositesshow a comm<strong>on</strong> behaviour compared to equivalent reinforcedthermoplastics. LCF fracti<strong>on</strong>s act as reinforcingmaterials. By adding <strong>fillers</strong>, we obtain str<strong>on</strong>g evoluti<strong>on</strong>s<str<strong>on</strong>g>of</str<strong>on</strong>g> the mechanical properties compared to the neat matrix;e.g. we increase the moduli <str<strong>on</strong>g>of</str<strong>on</strong>g> an order between 3.3 and 6.4times. We can see that by increasing the filler size, weobtain both modulus and yield stress increases but also adecrease <str<strong>on</strong>g>of</str<strong>on</strong>g> e Y , e b , and r b . C<strong>on</strong>cerning the modulus andthe el<strong>on</strong>gati<strong>on</strong> at break, LCF 0–1 shows intermediate valuesbetween LCF 0–0.1 and LCF 0.1–1 data. The smallest fracti<strong>on</strong>(LCF 0–0.1 ) which is not the major fracti<strong>on</strong> seems to driveLCF 0–1 properties for the el<strong>on</strong>gati<strong>on</strong> at the yield pointand the different tensile stresses. In any case, the biggestfracti<strong>on</strong> (LCF 0.1–1 ) fully drives the LCF 0–1 tensileproperties3.3.2. Effect <str<strong>on</strong>g>of</str<strong>on</strong>g> the filler c<strong>on</strong>tentTo estimate the effect <str<strong>on</strong>g>of</str<strong>on</strong>g> the filler, composite/matrixratios are calculated from tensile test results. In Fig. 13are shown different variati<strong>on</strong>s <str<strong>on</strong>g>of</str<strong>on</strong>g> mechanical parametersversus the <strong>fillers</strong> (LCF 0–1 ) volume fracti<strong>on</strong>. Volume fracti<strong>on</strong>s(/) are determined from the fracti<strong>on</strong>s in weight8Modulus (Gpa)7654R 2 = 0.99232100 0.2 0.4 0.6 0.8 1Volume fracti<strong>on</strong> (%)Fig. 11. Halpin-Tsai fitting <strong>on</strong> the evoluti<strong>on</strong> <str<strong>on</strong>g>of</str<strong>on</strong>g> the modulus <str<strong>on</strong>g>of</str<strong>on</strong>g> LCF 0–1 -<str<strong>on</strong>g>based</str<strong>on</strong>g> PP composites vs. filler volume fracti<strong>on</strong>.

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!