Analysis of the tensile modulus of polypropylene composites reinforced with stone groundwood fibers

One of the most relevant properties of composite materials to be considered is stiffness. Fiberglass has been used traditionally as a fibrous reinforcing element when stiff materials are required. However, natural fibers are been exploited as replacements for synthetic fibers to satisfy environmental concerns. Among the different natural fibers, wood fibers show the combination of relatively high aspect ratio, good specific stiffness and strength, low density, low cost, and less variability than other natural fibers of such those from annual crops. In this work, composites from polypropylene and stone groundwood fibers from softwood were prepared and mechanically characterized under tensile loads. The Young’s moduli of the ensuing composites were analyzed and their micromechanics aspects evaluated. The reinforcing effect of stone groundwood fibers was compared to that of conventional reinforcement such fiberglass. The Halpin-Tsai model with the modification proposed by Tsai-Pagano accounted fairly for the behavior of PP composites reinforced with stone groundwood fibers. It was also demonstrated that the aspect ratio of the reinforcement plays a role in the Young’s modulus of injection molded specimens

The effect of lignin as a natural adhesive on the physico-mechanical properties of Vitis vinifera fiberboards

Lignin was used as a natural adhesive to manufacture Vitis vinifera fiberboards. The fiberboards were produced at laboratory scale by adding powdered lignin to material that had previously been steam-exploded under optimized pretreatment and pressing conditions. The kraft lignin used was washed several times with an acidic solution to eliminate any contaminants and low molecular weight compounds. This research studied the effects of amounts of lignin ranging from 5% to 20% on the properties of Vitis vinifera fiberboards. The fiberboard properties evaluated were density, water resistance in terms of thickness swelling, water absorption, and the mechanical properties in terms of modulus of rupture, modulus of elasticity, and internal bond. Results showed that fiberboards made from Vitis vinifera without lignin addition had weaker mechanical properties. However, the fiberboards obtained using acid-washed kraft lignin as a natural adhesive had good mechanical and water resistance properties that fully satisfied the relevant standard specifications

Looking beneath Dalí's paint: non-destructive canvas analysis

A new analytical method was developed to non-destructively determine pH and degree of polymerisation (DP) of cellulose in fibres in 19th 20th century painting canvases, and to identify the fibre type: cotton, linen, hemp, ramie or jute. The method is based on NIR spectroscopy and multivariate data analysis, while for calibration and validation a reference collection of 199 historical canvas samples was used. The reference collection was analysed destructively using microscopy and chemical analytical methods. Partial least squares regression was used to build quantitative methods to determine pH and DP, and linear discriminant analysis was used to determine the fibre type. To interpret the obtained chemical information, an expert assessment panel developed a categorisation system to discriminate between canvases that may not be fit to withstand excessive mechanical stress, e.g. transportation. The limiting DP for this category was found to be 600. With the new method and categorisation system, canvases of 12 Dalí paintings from the Fundació Gala-Salvador Dalí (Figueres, Spain) were non-destructively analysed for pH, DP and fibre type, and their fitness determined, which informs conservation recommendations. The study demonstrates that collection-wide canvas condition surveys can be performed efficiently and non-destructively, which could significantly improve collection management.

Aplicacions de la fibra òptica a la monitorització d'estructures

Davant la gran necessitat que es té per reduir al mínim els costs relacionats amb el manteniment, prevenció i seguretat, la monitorització en el camp de les estructures civils és una activitat que ha anat adquirint un paper cada cop més important. Dins el camp de l’enginyeria civil, la instrumentació d’estructures d’edificació i obra civil ha experimentat una profunda expansió. Les aplicacions més habituals en aquest tipus d’ activitat, solen estar associades a l’avaluació d’esforços en estructures existents, i/o el seguiment de l’estat tenso-deformacional durant el procés de construcció. Hi ha una gran diversitat de dispositius de mesura que permeten realitzar aquest seguiment. Els sistemes basats en la tecnologia de fibra òptica ja ho permeten. La resistència a la corrosió i a la fatiga, la immunitat a les interferències electromagnètiques o la possibilitat de prendre mesures discretes al llarg del temps, podent referir-les en tot moment a l’origen, són alguns dels seus avantatges. Tot i els múltiples avantatges, aquest sistema també té els seus inconvenients. En tota seguretat el més important és l’influencia de la temperatura en els valors mesurats. El projecte es centre en aquest últim punt , concretament en les mesures de deformació. Els objectius que s’han dut a terme al llarg de la durada del treball han estat els següents: - Aprendre les bases teòriques d’aquesta tecnologia. - Determinar en quin grau, la temperatura afecta a les mesures adquirides mitjançant sensors de fibra òptica. - Establir els mecanismes adients per quantificar, corregir o minimitzar aquests efectes. - Comparar la fiabilitat d’aquest tipus de mesura respecte a la dels sensors basats en extensometria