Caratterizzazione dinamica di miscele bituminose SMA contenenti polverino di gomma da Pneumatici Fuori Uso

Lo Stone Matrix Asphalt (SMA) è un tipo di miscela chiusa costituita da uno scheletro litico di aggregato grosso, assortito in modo tale da ottenere una distribuzione granulometrica indicata con il termine gap-graded, e da un mastice, con funzione riempitiva, ottenuto dalla miscelazione di bitume, filler ed additivi stabilizzanti. In ambito di progettazione delle miscele per conglomerati bituminosi sta assumendo sempre più importanza l’utilizzo di materiali derivanti dalla frantumazione degli Pneumatici Fuori Uso, quali granulato e polverino di gomma. Quest’ultimo può essere impiegato come valida alternativa alla modifica polimerica del bitume garantendo maggiori prestazioni in termini di resistenza all’ormaiamento, a fatica e durabilità, con un conseguente contenimento dei costi di manutenzione della sovrastruttura nel medio e lungo periodo. Il presente studio è stato condotto con lo scopo di valutare le prestazioni meccaniche che una miscela di conglomerato bituminoso può esplicare a seguito della sua mescolazione con il polverino di gomma. In particolare, è stata impiegata una miscela bituminosa di tipo SMA che, data la sua composizione interna, conferisce allo strato di usura della pavimentazione ottime qualità soprattutto in termini di resistenza alle sollecitazioni, durabilità, fonoassorbenza e macrotessitura superficiale. Al fine di rendere più esaustiva la fase sperimentale, sono state messe a confronto due miscele di tipo SMA differenti tra loro per l’aggiunta del polverino di gomma. I dati ottenuti e le considerazioni effettuate al termine della fase sperimentale hanno permesso di affermare che la miscela indagata possiede proprietà meccaniche idonee per essere impiegata nella realizzazione di nuove infrastrutture o nella manutenzione delle pavimentazioni esistenti.

Cost evaluation for nine Federal Motor Vehicle Safety Standards: Task VIII - FMVSS 301, fuel system integrity - determination of the model year when manufacturers made changes to meet Standard's 1976 requirements. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Final report of a 1991 Plymouth Acclaim rear impact CNG fuel tank integrity.

National Highway Traffic Safety Administration, Washington, D.C.

A 1992 Dodge Ram B250 van rear impact CNG fuel tank integrity. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

An analysis of fires in passenger cars, light trucks, and vans.

National Highway Traffic Safety Administration, Office of Research and Development, Washington, D.C.

Automobile fuel tanks.

Mode of access: Internet.

Evaluation methodology for federal motor vehicle safety standards. Volume I: executive summary. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Evaluation methodology for federal motor vehicle safety standards. Volume II: technical findings. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Evaluation methodologies for four federal motor vehicle safety standards. FMVSS 214: side door strength. FMVSS 301: fuel system integrity. FMVSS 215: exterior protection. FMVSS 208: occupant crash protection. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Review of four federal motor vehicle safety standards: FMVSS 214, 215, 301, 208. Task #1 report.

National Highway Traffic Safety Administration, Washington, D.C.

Final design and implementation plan for evaluating the effectiveness of FMVSS 301: fuel system integrity. Tasks #4 & #5 report.

National Highway Traffic Safety Administration, Washington, D.C.

Rear end structural crashworthiness of unitized construction vehicles - summary report. Final report.

National Highway Traffic Safety Administration, Washington, D.C.

Multidisciplinary accident investigation - school bus locomotive-caboose collision, Lafayette, Oregon, September 8, 1976. MDAI team report.

National Highway Traffic Safety Administration, Washington, D.C.

Layered silicate nanocomposites based on various high-functionality epoxy resins. Part II: The influence of an organoclay on the rheological behavior of epoxy prepolymers

The effect of an organically surface modified layered silicate on the viscosity of various epoxy resins of different structures and different functionalities was investigated. Steady and dynamic shear viscosities of the epoxy resins containing 0-10 wt% of the organoclay were determined using parallel plate rheology. Viscosity results were compared with those achieved through addition of a commonly used micron-sized CaCO3 filler. It was found that changes in viscosities due to the different fillers were of the same order, since the layered silicate was only dispersed on a micron-sized scale in the monomer (prior to reaction), as indicated by X-ray diffraction measurements. Flow activation energies at a low frequency were determined and did not show any significant changes due to the addition of organoclay or CaCO3. Comparison between dynamic and steady shear experiments showed good agreement for low layered silicate concentrations below 7.5 wt%, i.e. the Cox-Merz rule can be applied. Deviations from the Cox-Merz rule appeared at and above 10 wt%, although such deviations were only slightly above experimental error. Most resin organoclay blends were well predicted by the Power Law model, only concentrations of 10 wt% and above requiring the Herschel-Buckley (yield stress) model to achieve better fits. Wide-angle X-ray measurements have shown that the epoxy resin swells the layered silicate with an increase in the interlayer distance of approximately 15 Angstrom, and that the rheology behavior is due to the lateral, micron-size of these swollen tactoids.

Polyethylene multiwalled carbon nanotube composites

Polyethylene (PE) multiwalled carbon nanotubes (MWCNTs) with weight fractions ranging from 0.1 to 10 wt% were prepared by melt blending using a mini-twin screw extruder. The morphology and degree of dispersion of the MWCNTs in the PE matrix at different length scales was investigated using scanning electron microscopy (SEM), transmission electron microscopy (TEM), atomic force microscopy (AFM) and wide-angle X-ray diffraction (WAXD). Both individual and agglomerations of MWCNTs were evident. An up-shift of 17 cm(-1) for the G band and the evolution of a shoulder to this peak were obtained in the Raman spectra of the nanocomposites, probably due to compressive forces exerted on the MWCNTs by PE chains and indicating intercalation of PE into the MWCNT bundles. The electrical conductivity and linear viscoelastic behaviour of these nanocomposites were investigated. A percolation threshold of about 7.5 wt% was obtained and the electrical conductivity of PE was increased significantly, by 16 orders of magnitude, from 10(-20) to 10(-4) S/cm. The storage modulus (G') versus frequency curves approached a plateau above the percolation threshold with the formation of an interconnected nanotube structure, indicative of 'pseudo-solid-like' behaviour. The ultimate tensile strength and elongation at break of the nanocomposites decreased with addition of MWCNTs. The diminution of mechanical proper-ties of the nanocomposites, though concomitant with a significant increase in electrical conductivity, implies the mechanism for mechanical reinforcement for PE/MWCNT composites is filler-matrix interfacial interactions and not filler percolation. The temperature of crystallisation (T.) and fraction of PE that was crystalline (F-c) were modified by incorporating MWCNTs. The thermal decomposition temperature of PE was enhanced by 20 K on addition of 10 wt% MWCNT. (c) 2005 Elsevier Ltd. All rights reserved.