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Bonded blocks, compression

When a mbber block of rectangular cross-section, bonded between two rigid parallel plates, is deformed by a displacement of one of the bonded plates in the length direction, the rubber is placed in a state of simple shear (Figure 1.1). To maintain such a deformation throughout the block, compressive and shear stresses would be needed on the end surfaces, as well as on the bonded plates [1,2]. However, the end surfaces are generally stress-free, and therefore the stress system necessary... [Pg.3]

FIGURE 1.1 Shear of a bonded block. The points A and B denote regions in tension and compression, respectively. [Pg.4]

A more accurate treatment of the compression of bonded blocks has been given by Horton et al. (2002) without invoking the assumption that a simple shear deformation holds right up to the bonded edges. They obtained a result of the same form as Eq. (1.33) but with the bracketed term on the right-hand side replaced by [1.2 - - (a /2/i )]. However, this term does not yield the correct value of unity for tall blocks that is, when alh is small, and it is equivalent to... [Pg.23]

Eq. 3 describes the mechanical response of a perfectly lubricated circular disk. On the other hand, Gent et al. have estimated the normal and shear stresses for small compressions or extensions of perfectly bonded blocks of radius, a, and thickness, h [5-7]. It was shown that the shear stress obeys the same differential equation as the torsion of prismatic shafts or the pressurized membrane problems. [Pg.364]

Most mechanical and civil engineering applications involving elastomers use the elastomer in compression and/or shear. In compression, a parameter known as shape factor (S—the ratio of one loaded area to the total force-free area) is required as well as the material modulus to predict the stress versus strain properties. In most cases, elastomer components are bonded to metal-constraining plates, so that the shape factor S remains essentially constant during and after compression. For example, the compression modulus E. for a squat block will be... [Pg.627]

Fabrication was done by photolithography and deep reactive ion etching (DRIB). The catalyst was inserted by sputtering. Such a prepared microstructure was sealed with a Pyrex cover. The bonded micro device was placed on a heating block containing four cartridge heaters. Five thermocouples monitored temperature on the back side. A stainless-steel clamp compressed the device with graphite sheets. [Pg.278]

A bulky substituent close to the reaction centre may increase the non-bonded compression energy as the transition state is formed this will cause an increase in A//. It will also hinder the close approach of solvent molecules to the reaction centre, thus reducing the maximum amount of stabilization possible (steric inhibition of solvation). This will result in a further increase in AH, but since decreased solvation means less ordering of solvent molecules about the transition state, there is a compensating increase in AS. Another effect of the bulky substituent may be to block certain vibrational and rotational degrees of freedom more in the (more crowded) transition state than in the initial state, and so to reduce AS. These are the most important of the simple effects of a bulky substituent and can be used to explain most of the relationships of Table 25. [Pg.141]

The shape factor term is usually seen as (1 + 2S ) where S is the ratio of one bonded surface to the free surface. A useful review of the compression of rubber blocks is given by Gent2. [Pg.113]

Figure 3.23 Effect of bonded steel sheets on the response of rubber blocks to compression and shear. (From Ref. 24.)... Figure 3.23 Effect of bonded steel sheets on the response of rubber blocks to compression and shear. (From Ref. 24.)...
Strength. A structure composed of "acid brick" or block in any other chemically-resistant masonry unit cannot be reinforced. Although it has good compressive strength, it is weak in tension and shear, and depends for its integrity on the bond of the mortar to the masonry face. [Pg.231]

The relatively ready hydrogenation of the 2,7-indoIic double bond in pleiooarpamine (CCCXXXIII) is evidently associated with relief of steric compression. Epipleiocarpamine (CCCXXXIV) could not be so reduced due to the fact that the a-C02Me blocks the a-face, the only side on which hydrogenation can occur. The two epimeric 2,7-dihydro alcohols (CCCXLIV and CCCXLV) could be prepared from 2,7-dihydro-pleiocarpamine (CCCXLI), the former by direct hydride reduction, the second as a minor product after previous epimerization at C-16. The methiodide of CCCXLV proved to be identical with 2,7-dihydromavacur-ine iodide. [Pg.289]


See other pages where Bonded blocks, compression is mentioned: [Pg.160]    [Pg.24]    [Pg.44]    [Pg.461]    [Pg.104]    [Pg.26]    [Pg.67]    [Pg.161]    [Pg.7]    [Pg.7]    [Pg.200]    [Pg.404]    [Pg.151]    [Pg.57]    [Pg.302]    [Pg.496]    [Pg.166]    [Pg.605]    [Pg.160]    [Pg.107]    [Pg.209]    [Pg.1010]    [Pg.238]    [Pg.1450]    [Pg.161]    [Pg.94]    [Pg.146]    [Pg.150]    [Pg.121]    [Pg.77]    [Pg.116]    [Pg.142]    [Pg.1010]    [Pg.4464]    [Pg.5478]    [Pg.15]   
See also in sourсe #XX -- [ Pg.24 ]




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