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Absorbency under load

Certain biodegradable superabsorbent materials, such as those composed of crosslinked polysaccharides, tend to exhibit lower absorbency properties, particularly absorbency under load and gel bed permeability, in comparison to the conventional non biodegradable polyacrylate superabsorbents. [Pg.272]

A third method to produce these so-called structured particles is to first form a particle with higher cross-link density and then lower the cross-link density in the center of the particle. Cross-linked polymers made in the presence of oxidizing agents such as sodium or potassium chlorate have shown improvements in absorbency under load and swelling capacity after a high temperature heating step (27) wherein a portion of the polymer chains in the particle center are cleaved through the action of the oxidizers. [Pg.8031]

Absorbency under Load. The absorbencyunder load is a commonly used measure of the performance of superabsorbent polymers in absorbent products... [Pg.8033]

However, when superabsorbent powders incorporated with other nonwoven materials, the blend materials have special porous structure in wet and swelling properties under pressure. The capacity of superabsorbent materials to hold absorbed water inside the network under certain external stress on the material were defined as absorbency under load, " " which simulate the performance of superabsorbent materials in various applications, such as baby diapers and sanitary napkins. [Pg.181]

Improves absorbency under load, gel strength and extractable levels... [Pg.905]

Figure 6 shows absorbency under load before and after surface crosslinking. In general, the surface-crosslinked superabsorbent polymer shows a reduction of gel volume by 2 to 5 g. However, the absorbency under load is drastically improved. The increased absorbency is considered to be due to the improvement in gel strength and extractable level. [Pg.906]

Figure 7 shows the gel volume on the abscissa and absorbency under load at 4100 Pa on the ordinate for the polymers reported in Reference 13. The majority of these polymers show absorbency under load of 10 to 30g/g, which is smaller than the gel volume by 5 to 20g/g. Among commercially available superabsorbent polymers, there are many that show this trend, and a few that show more than 60g/g gel volume. However, these few exhibit low absorbency under load at lOg/g. High-... [Pg.906]

Rg. 6 Absorbency under load before and after surface crosslinking. [Pg.906]

First, high-performance superabsorbent polymers must be developed. Such performance includes high gel volume, high absorbency under load, low extractable level, and high permeability. Furthermore, in addition to the traditional role of water absorption and holding, it is desirable that superabsorbent polymers perform the same as pulp in transport and distribution. [Pg.910]

Figure 8-17 shows the flow through a heat-resistant alloy-metal converter joined to a waste-heat boiler, and the recovery system. The absorber is loaded with a water solution of polyalcohol-boric acid complex made from 8.3 parts pentaerythritol and 2.5 parts boric acid. In the cold, this solution dissolves HCN and ties up NH3 as the ammonium salt of the complex, thereby preventing polymerization of HCN in the presence of free NHj. The HCN is removed first in the stripper under moderately reduced pressure (10 in. Hg) at about 88°C, after which the NHj is stripped out by breaking up the ammonium salt at about 132°C under 25 psig. [Pg.454]

Another important future research activity for certification of structures under crash loads is to develop efficient stochastic analysis methods for use with explicit FE codes. Since crash events are stochastic in nature, through variability of structural mass, crash velocity, impact position and impact angle, a single crash simulation with one set of conditions is not sufficient for certification. In this case, a certification strategy should be based on a stochastic analysis with variation in crash conditions, which allows a failure envelope to be determined for a specific crash scenario. Then it is possible to consider the failure mode and crash energy absorbed under more realistic multiaxial crash loads to establish structural integrity for the worst case rather than a single crash scenario. [Pg.289]

Phenoxy is amorphous and transparent. It resembles, both in stmcture and properties, polycarbonate, except for the existence of the fimctional and reactive radical, OH, which may also react with di-isocyanate. Phenoxy excels in low permeability to oxygen and dimensional stability, however, it softens at 85 C. It may also crack under load, and absorb water. On the other hand, it is rigid and tough, easily processed via extrusion, injection, and blow molding at moderate temperature (200 C-270 C). Phenoxy is used in coatings and glues, as well as in some engineering applications, in spite of competition with polycarbonate. [Pg.175]

If pad materials and shims were used to help reduce vibration and level the machine, the pads and shims should be replaced each time the machine is releveled. Some pads absorb cutting and lubricating fluids, reducing their effectiveness at vibration control, and compress over time when under load. The elevation and level of the machine may change even if the floor or foundation does not settle, requiring that the pads be replaced and the leveling process be repeated. [Pg.613]

Figure 15.1 (Brown et al., 2002) shows the behaviour of fibre-reinforced concrete under loading. The plain concrete (with no fibre reinforcement) cracks into two pieces when the stmcture is subjected to the peak tensile load and cannot withstand further load or deformation. An analogous fibre-reinforced concrete (FRC) structure cracks at the same peak tensile load however, it usually maintains large deformations as a single element. The area under the curve represents the energy that the FRC absorbed when subjected to tensile load, usually described as the post-cracking response of FRC. The best performance of fibre addition takes place when fibres not only bridge the cracks but also undergo pullout processes. In those cases, the deformation continues only with employment of further loading energy (Brown et al., 2002 ACI, 2002). Figure 15.1 (Brown et al., 2002) shows the behaviour of fibre-reinforced concrete under loading. The plain concrete (with no fibre reinforcement) cracks into two pieces when the stmcture is subjected to the peak tensile load and cannot withstand further load or deformation. An analogous fibre-reinforced concrete (FRC) structure cracks at the same peak tensile load however, it usually maintains large deformations as a single element. The area under the curve represents the energy that the FRC absorbed when subjected to tensile load, usually described as the post-cracking response of FRC. The best performance of fibre addition takes place when fibres not only bridge the cracks but also undergo pullout processes. In those cases, the deformation continues only with employment of further loading energy (Brown et al., 2002 ACI, 2002).
Another ciass of poiymer biends form the so-called rubber-toughened polymers because of their good mechanicai properties and particularly toughness. In these polymers, usually particles of a rubbery, elastomeric polymer are distributed in a brittle or stiff matrix, initiating under load special energy-absorbing processes (e.g., crazes or shear bands see Chapter 5 in Part II). [Pg.16]

The cantilever spring (unreinforced or reinforced plastics) can be employed to provide a simple format from a design standpoint. Cantilever springs, which absorb energy by bending, may be treated as a series of beams. Their deflections and stresses are calculated as shortterm individual beam-bending stresses under load. [Pg.274]

Dutkiewicz established a model to characterise the change in the void volume in the absorbent stmeture containing superabsorbent materials and also proposed a new testing method to measure the new defined fluid acquisition and storage efficiency, m which water absorbency is measured when a certain weight is placed uniformly on the surface of the swollen gel for a period of time, and the rate of fluid acquisition is measured under load of 2.8 kPa, three insults of 0.9% saline in 75 ml each. The water absorption capacity measurement under near-vacuum suction by using a Buchner funnel (equivalent to a pressure of 22.1 kPa) was also designed. " ... [Pg.181]


See other pages where Absorbency under load is mentioned: [Pg.272]    [Pg.135]    [Pg.903]    [Pg.904]    [Pg.905]    [Pg.905]    [Pg.906]    [Pg.907]    [Pg.907]    [Pg.911]    [Pg.76]    [Pg.78]    [Pg.272]    [Pg.135]    [Pg.903]    [Pg.904]    [Pg.905]    [Pg.905]    [Pg.906]    [Pg.907]    [Pg.907]    [Pg.911]    [Pg.76]    [Pg.78]    [Pg.267]    [Pg.478]    [Pg.887]    [Pg.114]    [Pg.349]    [Pg.267]    [Pg.174]    [Pg.208]    [Pg.267]    [Pg.270]    [Pg.138]    [Pg.241]    [Pg.4]    [Pg.547]    [Pg.2579]    [Pg.211]    [Pg.584]    [Pg.244]    [Pg.199]    [Pg.16]   
See also in sourсe #XX -- [ Pg.76 , Pg.78 ]




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