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The expanded natural graphite treated with sulfuric acid (ENG-TSA) is chosen as the matrix, and composite adsorbents of MnCl2/ENG-TSA and CaCl2/ENG-TSA are developed.
However, MWCNTs or graphenes reinforced copper matrix composites could not catch up with ideal value due to reinforcement dispersion in metal matrix, wettability to metal matrix, and composite material interface.
The effect of 212 µm sand addition on the matrix and composite properties of the hybrid composite 1.5% PE and 0.5% ST was also assessed.
The effect of different alkaline activators on the matrix and composite behavior of such EGC has also been evaluated to enhance its compressive and tensile strengths with relatively low concentration activator combinations.
Experimental results revealed that lowering the water to geopolymer solids ratio and the addition of sand enhanced the elastic modulus of the geopolymer matrix and composite in all cases.
The matrix and composite properties of the developed fly ash-based DFRGCs including workability of the fresh matrix, density, compressive strength, matrix fracture properties comprising elastic modulus, fracture toughness and composite crack tip toughness, and flexural behavior were evaluated.
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Finite element models were used to calculate the material properties of the porous matrix and composites.
The dielectric properties of the poly(dimethyl)siloxane (PDMS) matrix and composites with different CNT and FGS contents, measured at room temperature are shown in Figure 1.
The flexural properties, impact strength, storage and loss modulus, Vicat softening temperature, and electrical conductivity of neat matrix and composites were determined as a function of the filler type and content, and of the processing method used.
The structural breadth, domain sizes, microstrain and dislocation densities of the matrices and composite are obtained.
Comparing with the calculated results of the matrices and composite, it can be found that the microstructure variations of matrices are more severe than composite's, which is ascribed to the effect of reinforcements' resistance to the surface layers' deformation.
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