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Strength development, 3.28

ASTM D1144-99 Standard practice for determining strength development of adhesive bonds. [Pg.285]


The paster is a nonheated operation. The most common paster adhesive formulation consists of poly(vinyl alcohol)—clay—starch blends (10). A 100% area adhesive coverage is used. The rate of bond strength development of the adhesive is an important commercial concern and rapid bond formation rates are desirable. [Pg.519]

Accelerator in Ready-Mix Concrete. Calcium chloride accelerates the set time of concrete giving it a high early strength development. It is not an antifreeze, but by using it duriag cold weather protection can proceed in a timely manner (31—34). In Russia, calcium chloride forms a component of several antifreeze admixtures (33). Reviews of the concerns and possible remedies of calcium chloride corrosion problems in concrete are available (21,35). There is no consensus on what the safe levels of calcium chloride in concrete are. [Pg.416]

Fegulated-set cement, called jet cement in Japan, is formulated to yield a controlled short setting time, <1 h, and very eady strength (73). It is a modified cement that can be manufactured in a conventional Pordand cement kiln. It incorporates set control and eady strength development components. [Pg.296]

Contact theories suggest that complete strength may be obtained when the interface has wetted at 0 = 1. Wetting is a prerequisite for strength development but does not imply that the maximum strength has developed when molecular... [Pg.357]

The randomization stage refers to the equilibration of the nonequilibrium conformations of the chains near the surfaces and in the case of crack healing and processing, the restoration of the molecular weight distribution and random orientation of chain segments near the interface. The conformational relaxation is of particular importance in the strength development at incompatible interfaces and affects molecular connectivity at polymer-solid interfaces. [Pg.359]

Fig. 1. Bond strength development at room temperature as a funetion of time for different rubber.s... Fig. 1. Bond strength development at room temperature as a funetion of time for different rubber.s...
Neoprene AF ( 963). It is a polychloroprene modified with methacrylic acid. Although it is a slow-crystallizing elastomer, the cohesive strength develops very rapidly and it has improved creep resistance at high temperature compared with Neoprene AC or AD. The improved properties of Neoprene AF are derived from the interaction between the carboxyl functionality with the metal oxides added in the solvent-borne polychloroprene adhesives. [Pg.593]

The high heat resistance produced by adding phenolic resins to solvent-borne CR adhesives is due to the formation of the infusible resinate, which reduces the thermoplasticity of the adhesive and provides good bond strength up to 80°C (Table 11). The resinate also increases the adhesive bond strength development by accelerating solvent release. 4 phr of magnesium oxide for 40 phr of phenolic resin are sufficient to produce a room temperature reaction. A small amount of water (1-2 phr) is necessary as a catalyst for the reaction. Furthermore, the solvent... [Pg.662]

Solvents. Solvents affect adhesive viscosity, bond strength development, open time, cost, and ultimate strength. Blends of three solvents (aromatic, aliphatic, oxygenates, e.g. ketones, esters) are generally added, and in their selection environmental and safety regulations must be considered. A graphical method has been proposed to predict the most adequate solvent blends for solvent-borne CR... [Pg.664]

The properties of the solvent-bome CR adhesives depend on the molecular weight, degree of branching and rate of crystallization of the polymer. The ability of polychloroprene adhesives to crystallize is unique as compared to other elastomers. The higher the crystallization rate, the faster the adhesive strength development. [Pg.670]

The crystallization is responsible for the quick grab of polychloroprene adhesives. This rapid bond strength development allows the formation of immediate dry bonds without the need of clamping or pressing. [Pg.671]

New raw materials will be the key to unlocking the opportunities above and to creating the possibility for new sets of adhesive properties. On the horizon are new types of moisture curable systems and a variety of novel block copolymers. The future may find entirely new mechanisms or morphologies for strength development on cooling. [Pg.754]

It is probably obvious at this point that the molecular weight distribution of a resole is an extremely important characteristic. It has major influence on such important performance capabilities as cure speed, viscosity, green strength development (or prepress), assembly time tolerance, required application rates. [Pg.887]

Tbe amount of phenolic resin strongly affects the rate of strength development and its ultimate heat resistance. Phenolic has positive effects in both contexts. Strength retained at 80°C with 46-phr phenolic exceeds that with 33 phr by 10-fold... [Pg.937]

The high cohesive strength developed during the curing of these materials tends to place stress on their adhesive properties. [Pg.129]

Strength develops rapidly and after 24 hours in water (37 °C) can reach 225 MPa (compressive) and 39 MPa (flexural) (Williams Billington, 1989 Pearson Atkinson, 1991 Pearson, 1991). Compressive modulus reaches 9 to 18 GPa after 24 hours (Paddon Wilson, 1976 Wilson, Paddon Crisp, 1979). [Pg.147]

The bond strength to enamel (2-6 to 9-9 MPa) is greater than that to dentine (1-5 to 4-5 MPa) (Wilson McLean, 1988). Bond strength develops rapidly and is complete within 15 minutes according to van Zeghbroeck (1989). The cement must penetrate the acquired pellicle (a thin mucous deposit adherent to all surfaces of the tooth) and also bond to debris of calciferous tooth and the smear layer present after drilling. Whatever the exact mode of bonding to tooth stmcture, the adhesion is permanent. The principles and mechanism of adhesion have already been discussed in Section 5.2. [Pg.152]

Beaudoin, J. J. Ramachandran, V. S. (1975). Strength development in magnesium oxychloride and other cements. Cement and Concrete, 5 (6), 617-30. [Pg.305]


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See also in sourсe #XX -- [ Pg.232 ]

See also in sourсe #XX -- [ Pg.10 , Pg.11 , Pg.16 , Pg.199 , Pg.214 , Pg.218 , Pg.225 ]

See also in sourсe #XX -- [ Pg.150 , Pg.261 , Pg.364 ]

See also in sourсe #XX -- [ Pg.350 ]




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