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Solution for a Single Load

It is interesting to observe that if the material is incompressible (ac = 1) or nearly so, then h, given by (3.3.4), is very large so that 0- j- and the solution has the same form as in the frictionless case. This is a significant simplification. Such an assumption is valid for a wide range of amorphous polymers, at temperatures well above their glass transition temperatures [Walton et al. (1978)]. [Pg.109]

The expression for the hysteretic friction coefficient also simplifies greatly in this limit, as we shall see in Sect. 3.8. [Pg.109]

Golden (1977) developed a method, essentially that described here, which is not restricted to particular types of materials. Later, Golden (1979a, 1986a), applied the method to the case where limiting friction is present. [Pg.110]

For a power law material (Sect. 1.6), an interesting method of solution has been developed by Walton et al. (1978). This has no apparent relationship with the method developed here. They derive, for steady-state conditions, an integral equation, which is a generalized Abel-type equation, essentially generalizing (3.2.11), and obtain explicit solutions. Walton (1984) generalized the method to apply to a material for which the shear relaxation function varies with depth also according to a power law. [Pg.110]

This problem has also been considered in detail for an indentor moving over a layer of finite thickness, rather than a half-plane. We mention Alblas and Kuipers (1970), Margetson (1971, 1972), and Nachman and Walton (1978). Kalker (1975, 1977) reviews this topic in a systematic manner. [Pg.110]


Analytieal solutions to equation 4.32 for a single load applieation are available for eertain eombinations of distributions. These coupling equations (so ealled beeause they eouple the distributional terms for both loading stress and material strength) apply to two eommon eases. First, when both the stress and strength follow the Normal distribution (equation 4.38), and seeondly when stress and strength ean be eharaeterized by the Lognormal distribution (equation 4.39). [Pg.179]

For the outline in Scheme 3, two situations can be considered the isometric case where a large load attached to the myosin lever-arm prevents the lever-arm from completing its swing, and the unloaded situation as seen in solution for a single motor domain. [Pg.185]

Feed Adjustment The feed solutions are adjusted to concentrations of 12.0 M LiCl and approximately 0.1 M HC1. The typical feed volume used for a single loading and elution of the resin is 3 L. Thus, when the loading is limited by total mass of the actinides (to 35 g), the concentration is about 12 g/L when the limit is alpha-decay heat (54 W from 19 g of 44Cm the power density is 18 W/L. [Pg.153]

Many institutions have hundreds, or even thousands, of powerful work stations that are idle for much of the day. There is often vastiy more power available in these machines than in any supercomputer center, the only problem being how to harness the power already available. There are network load-distribution tools that allocate individual jobs to unused computers on a network, but this is different from having many computers simultaneously cooperating on the solution of a single problem. [Pg.95]

The relative retention of two components is the quotient of their adjusted retention times. The capacity factor for a single component is the adjusted retention time divided by the elution time for solvent. Capacity factor gives the ratio of time spent by solute in the stationary phase to time spent in the mobile phase. When a separation is scaled up from a small load to a large load, the cross-sectional area of the column should be increased in proportion to the loading. Column length and linear flow rate are held constant. [Pg.523]

We first give a rather general mass-transfer model, which is useful for most processes of porous-solid extraction with dense gases. Two cases are possible [43] for a single particle loaded with solute. In (a), the solute is adsorbed over the internal surface of the particle, and is desorbed from the sites and diffuses out to the external surface, (b) The solute fills in the pore-cavities completely, and is dissolved from an inner core that moves progressively to the centre of the particle. [Pg.126]

Regeneration of Zeolon-900 Column. Zeolon-900 loaded with cesium-137, which had been adsorbed from fuel basin water, was used in batch-type and column experiments to determine if the cesium could be removed by regenerating with several different reagents. The equivalent of six column volumes of regeneration solution was used for a single contact in the batch experiments. Table V shows the effectiveness of the regenerants to remove cesium-137 from the Zeolon-900 in the order of their effectiveness. [Pg.141]

In Chapter 2, stress and strain were defined, the compatibility and equilibrium equations were introduced and the relationship between stress and strain was defined. Thus, any solution that satisfies all these equations and the appropriate boundary conditions will be the solution that gives the stress and strain distribution for a particular loading geometry. For the most general problems, the scientific process can be difficult but for plane stress and plane strain problems in elastically isotropic bodies the solution involves a single differential equation. [Pg.115]

Superposition of K solutions is subjected to the same restrictions as those used for stresses and displacements. For example, the stress intensity factors must be associated with a single loading mode, often mode I, and the body geometry should be the same. An additional restriction is that the crack surfaces must be separated along their entire length in the final configuration. This can be a problem if one of the basic solutions involves compressive stresses that push the crack surfaces together. [Pg.233]

However, other approaches have also successfully been adopted. For example, Dickie and Ward [53] have studied single-lap joints exposed to a high humidity at moderately elevated temperatures but maintained a constant stress on the joints. Also, periodically the joints were removed from the high-humidity environment and exposed to a salt solution for a short time period. Using this accelerated-ageing test they were able to rank the durability performance of various adhesive systems in a comparatively short timescale. Further, they reported that not only were the kinetics of mechanisms of environmental attack accelerated, but also the exact details of the mechanisms were affected by the levels of the applied load. For example, for joints which consisted of bonded galvanised steel substrates, the effect of relatively high applied loads was to prevent the formation of an effective barrier of corrosion products, i.e. passivation of the substrate surface was prevented. This allowed the electrochemical corrosion process to proceed unimpeded, and hence at a faster rate than for similar, but unstressed, joints. Thus,... [Pg.687]


See other pages where Solution for a Single Load is mentioned: [Pg.109]    [Pg.109]    [Pg.111]    [Pg.113]    [Pg.115]    [Pg.109]    [Pg.109]    [Pg.111]    [Pg.113]    [Pg.115]    [Pg.250]    [Pg.249]    [Pg.672]    [Pg.268]    [Pg.483]    [Pg.158]    [Pg.213]    [Pg.253]    [Pg.246]    [Pg.13]    [Pg.65]    [Pg.493]    [Pg.160]    [Pg.160]    [Pg.236]    [Pg.492]    [Pg.493]    [Pg.217]    [Pg.262]    [Pg.544]    [Pg.324]    [Pg.119]    [Pg.449]    [Pg.172]    [Pg.160]    [Pg.369]    [Pg.1270]    [Pg.89]    [Pg.171]    [Pg.841]    [Pg.180]    [Pg.13]    [Pg.198]    [Pg.223]    [Pg.257]   


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A loading

Single solutes

Solution loading

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