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Fracture resistance, determination

In this study, silicon nitrides with various microstructures from fine and uniform to coarse have been prepared and their RCF performances were measured using a ball-on-fiat method in lubricant oil. The obtained results were compared directly with the hardness and fracture resistance determined by the indentation fiacture (IF) method, as well as fiacture toughness from the SEPB method. The ability of the frmction of both hardness and fiacture toughness to rank the RCF performance was discussed in conjunction with their R-curve behavior, etc. [Pg.92]

Figure 3. Fracture resistance determined by the IF method at various indentation loads. The size of almost all the error bars ( 1 standard deviation) was similar to the size of the symbols. Figure 3. Fracture resistance determined by the IF method at various indentation loads. The size of almost all the error bars ( 1 standard deviation) was similar to the size of the symbols.
Sulfur dioxide was the major volatile product and was used as a probe to correlate the radiation resistance with polymer structure. The use of biphenol in the polymer reduced G(SO ) by 60% compared with bisphenol A based systems (Bis-A PSF). Surprisingly, the isopro-pylidene group was shown to be remarkably radiation resistant. The ultimate tensile strain decreased with dose for all polysulfones investigated and the rate of decrease correlated well with the order of radiation resistance determined from volatile product measurements. The fracture toughness (K ) of Bis-A PSF also decreased with irradiation dose, but the biphenol based system maintained its original ductility. [Pg.252]

Boccaccini, A.R., Kern, H., Dlouby, I. (2001), Determining the fracture resistance of fibre-reinforced glass matrix composites by means of the chevron-notch flexural technique , Nater, Sci. Eng., A308 (1/2), 111-117. [Pg.429]

Toughness assessment of ductile polymers is still a matter of debate. A sensitive way to characterise the mechanical performance of these materials, and to rank them, is to determine their ductile-brittle transitions. Test speed can thus be varied over several decades of test speed, while keeping the temperature constant, or a wide range of temperature can be scanned in controlled steps at given velocity. In the first case, the higher the speed at which the tough-to-brittle transition occurred, the better the grade in terms of fracture resistance. In the latter case, the lower the temperature at which the brittle-to-ductile transition occurred, the more suited the material for impact applications. [Pg.130]

Indeed, as obvious from both exemples given in Fig. 2, the transition could thus be determined accurately within 0.1-0.2 decades of test speeds with few samples in a relative short time frame. Moreover, as the apparent values (Kimax) are always lower than the effective parameters (Keff), none of the material descriptor would be overestimated. In addition, since Kjmax-values have been shown to provide a semi-quantitative evaluation (in terms of test speed or temperature) of fracture resistance parameters, a coherent material comparison would be possible over the whole investigated range. This remark remains true as long as the grades have similar rp. For iPP grades, it should be checked (and considered with more caution) when materials exhibit different particle and matrix melt flow rates, or different crystalline structures. It should also be investigated in detail when different polymer families (ABS versus HIPS or rubber modified iPP) are compared. [Pg.140]

The fracture resistance of a material depends on all of the properties which have been discussed including tensile strength, yield stress, elastic modulus, flexural strength, and impact resistance, all of which depend, in part, on fillers. Fillers, consequently, are important determinants of fracture resis-Only those phenomena which are related... [Pg.419]

Some preliminary work has been completed to explain the origin of the permeability of the sandstone units. In the Bow Island Formation, an attempt was made to correlate conductivity values from drill-stem tests with the estimated true formation resistivity determined from electric logs. The lack of correlation, however, suggests that fracture permeability may be prevalent. [Pg.229]

The crack resistance of the optimum coating composition of a concrete substrate was 2.0-2.5 mm in extension. Elongation of the coating before the moment of its fracture was determined as... [Pg.193]

For a first approximation it is sufficient to determine one of the two modttli experimentally. The fracture resistance r/ K ) can be estimated with the equation (Orowan 1949)... [Pg.416]

The following Figures 5.8-5.10 contain further results of instrumented tensile-impact tests with the aim of determining the fracture resistance of elastomeric materials. In Figure 5.8, /d values of SBR/BR blends reinforced with various fillers and various filler contents are summarized. [Pg.53]

Fig. 5.8 Fracture resistance of filler-reinforced SBR/BR blends as a function of the macro dispersion index DI DI was determined by a light-microscopic investigation and is a measure for the number of filler agglomerates being larger than 3-5 pm. Fig. 5.8 Fracture resistance of filler-reinforced SBR/BR blends as a function of the macro dispersion index DI DI was determined by a light-microscopic investigation and is a measure for the number of filler agglomerates being larger than 3-5 pm.
When yielding causes large departures from linearity in the force-displacement curve, such that valid Kiq data cannot be obtained, it is still possible to make geometry-independent measurements of the fracture resistance of the material, using the methods of elastic-plastic fracture mechanics. These usually require additional information to determine whether non-linearity is due to crack tip plasticity alone, or to a combination of plasticity and crack growth. Several different approaches have been developed, of which we will discuss onfy two the crack tip opening displacement (CTOD) and /-integral methods. [Pg.213]

The fracture energy can be utilised as a parameter to describe the fracture resistance of asphalt concrete, and the fracture energy parameter is particularly useful in the evaluation of mixtures with ductile binders, such as polymer-modified bitumen. It has been shown to discriminate between these materials more broadly than the indirect tensile strength parameter determined by AASHTO T 322 (2011) (Wagoner et al. 2006). [Pg.393]

The fracture toughness IQ, therefore, defines the fracture resistance of a material and, by Eq. (8), provides a material property which determines the strength of a component as a function of the size of a defect... [Pg.607]


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See also in sourсe #XX -- [ Pg.622 , Pg.623 , Pg.624 , Pg.625 ]




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