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Carbon cohesion

Zirconium is a highly active metal which, like aluminum, seems quite passive because of its stable, cohesive, protective oxide film which is always present in air or water. Massive zirconium does not bum in air, but oxidizes rapidly above 600°C in air. Clean zirconium plate ignites spontaneously in oxygen of ca 2 MPa (300 psi) the autoignition pressure drops as the metal thickness decreases. Zirconium powder ignites quite easily. Powder (<44 fim or—325 mesh) prepared in an inert atmosphere by the hydride—dehydride process ignites spontaneously upon contact with air unless its surface has been conditioned, ie, preoxidized by slow addition of air to the inert atmosphere. Heated zirconium is readily oxidized by carbon dioxide, sulfur dioxide, or water vapor. [Pg.427]

The permachor method is an empirical method for predicting the permeabiUties of oxygen, nitrogen, and carbon dioxide in polymers (29). In this method a numerical value is assigned to each constituent part of the polymer. An average number is derived for the polymer, and a simple equation converts the value into a permeabiUty. This method has been shown to be related to the cohesive energy density and the free volume of the polymer (2). The model has been modified to liquid permeation with some success. [Pg.498]

Continuous high shear (e.g. Shiigi mixer) 0.1 to 2 Low to high Up to 50 ton/hr Handles very cohesive materials well, both Chemicals, detergents, clays, carbon black... [Pg.1876]

The ionic bond is the most obvious sort of electrostatic attraction between positive and negative charges. It is typified by cohesion in sodium chloride. Other alkali halides (such as lithium fluoride), oxides (magnesia, alumina) and components of cement (hydrated carbonates and oxides) are wholly or partly held together by ionic bonds. [Pg.37]

Reinforcing agents can be added to increase the cohesive strength of NR adhesives. Carbon blacks have been extensively used, but polyfunctional... [Pg.647]

Fillers. Fillers are not commonly added to CR adhesives. Calcium carbonate or clay can be primarily added to reduce cost in high-solids CR mastics. Maximum bond strength is obtained using fillers with low particle size (lower than 5 [jim) and intermediate oil absorption (30 g/100 g filler). In general, fillers reduce the specific adhesion and cohesion strength of adhesive films. Although polychloroprene is inherently flame retardant, aluminium trihydrate, zinc borate, antimony trioxide or... [Pg.665]

Fillers. Addition of fillers is not common in polychloroprene latex formulations. Fillers are used to reduce cost and control rheology, solids content and modulus. However, cohesion and adhesion are reduced. Calcium carbonate, clay and silica are some of the fillers than can be added. Alumina trihydrate is often used when resistance to degradation by flame is important. [Pg.669]

Reinforcing fillers (active) Fumed Silica (Si02) precipitated calcium carbonate (CaCOi) carbon black Thixotropic reinforcing agents (non-slump), adjustment of mechanical properties (cohesion) provide toughness to the elastomer as opposed to brittle materials. [Pg.701]

If the principal cohesive forces between solute molecules are London forces, then the best solvent is likely to be one that can mimic those forces. For example, a good solvent for nonpolar substances is the nonpolar liquid carbon disulfide, CS2-It is a far better solvent than water for sulfur because solid sulfur is a molecular solid of S8 molecules held together by London forces (Fig. 8.19). The sulfur molecules cannot penetrate into the strongly hydrogen-bonded structure of water, because they cannot replace those bonds with interactions of similar strength. [Pg.442]

Apparently, the cohesive energy of these clusters shows a very slow convergence with the size of the molecule. This should not be surprising, since the number of unsaturated valences "dangling bonds" per carbon atom is one in 1,1/2 in 2 and 1/3 in 3. [Pg.37]

Assuming an approximately constant cohesive energy per C-C bond, that trend is understandable. With clusters on the above general type, the number of carbon atoms is 6N, the number of dangling bonds is 6N, and the number of C-C bonds is 9N -3N. The energy per bond shows a smoother trend, the numbers being 71.0, 77.6 and 79.9 kcal/mol, respectively. Alternatively, the energies can be fitted to a two-parameter expression of the form... [Pg.37]

The value 125 kcal/mol represents an upper bound to the cohesive energy per carbon atom in graphite, since the interaction between iayers in the buik has not been accounted for. Given the reiativeiy large distance and the physicai properties of graphite, the interiayer interaction energy is estimated to be < 5 kcai/mol. [Pg.40]

The cohesive energy per carbon atom in a poly-yne ring is only 99.1 kcal/mol, clearly lower than the value in Cc. Anticipating a long and complicated route of formation when starting from graphite, in does not seem likely that any of the larger clusters observed experimentally would have a linear or cyclic chain structure. [Pg.43]

Since the discovery of SWNTs, they have been expected to become the building blocks of the next generation of functional nanomaterials. However, their strong cohesive property and poor solubility have restricted the use of SWNTs for fundamental and applied research fields. One method to overcome these problems is to make the SWNTs more soluble by wrapping them with polymers [31]. At the same time, the fabrication of high-performance carbon nanotube (CNT)-based composites is driven by the ability to create anisotropy at the molecular level to obtain appropriate functions. [Pg.260]

Chiou et al. (1998) attributed the enhanced partitioning of PAHs with respect to other HOCs to relatively high compatibility between the cohesive energy densities of PAHs and the aromatic components in SOM. However, the difference in Koc values between soils and sediments is related to the difference in polar group, rather than aromatic carbon, contents (Kile et al. 1999). The authors concluded that the content of polar groups (O-aryl and carboxyl C) has a large negative influence on Koc values, and hence on HOC sorption in soil and sediment. [Pg.134]

Chahine, R., T.K. Bose, Hydrogen adsorption and cohesive energy of single-walled carbon nanotubes. Int.. Hydrogen Energ. 19,161,1994. [Pg.433]


See other pages where Carbon cohesion is mentioned: [Pg.425]    [Pg.73]    [Pg.282]    [Pg.129]    [Pg.164]    [Pg.510]    [Pg.651]    [Pg.691]    [Pg.910]    [Pg.1175]    [Pg.387]    [Pg.279]    [Pg.804]    [Pg.37]    [Pg.37]    [Pg.38]    [Pg.42]    [Pg.44]    [Pg.44]    [Pg.46]    [Pg.205]    [Pg.15]    [Pg.810]    [Pg.49]    [Pg.165]    [Pg.76]    [Pg.76]    [Pg.230]    [Pg.131]    [Pg.227]    [Pg.423]    [Pg.303]    [Pg.435]   
See also in sourсe #XX -- [ Pg.10 ]




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Cohesiveness

Cohesives

Cohesivity

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