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Random stress

Unfortunately, the basic physical mechanisms that control the attrition process are still poorly understood. As a consequence, particular test methods are used to evaluate the degradation tendency of the materials or to predict the rate of attrition for a given process. There are a lot of procedures using widely different devices and operations. Some of them observe the degradation of only one individual particle, whereas others treat a considerable amount of material. The particles are subjected to stress systems which range from well-defined ones like impact or compression, to those which are similar to the more or less randomized stresses occurring in natural processes. Section 4 attempts to summarize the huge variety of attrition tests in a systematic way. [Pg.436]

Evaluating the average of the second term in Eq. (2.415) and adding it to Eq. (2.416) then yields a random stress... [Pg.169]

Fig. 12.28. Snapshots from the motion of a dislocation through a random stress field as obtained using a line tension variant of the dislocation dynamics method (courtesy of Vivek Shenoy). Fig. 12.28. Snapshots from the motion of a dislocation through a random stress field as obtained using a line tension variant of the dislocation dynamics method (courtesy of Vivek Shenoy).
The middle portion of the bathtub has a failure rate that remains relatively flat or declining as a function of operating time interval. Failures are primarily due to random stresses in the environment. During this period of time it is reasonable to assume that the failure rate is constant. While many consider this to be too conservative due to the fact that the failure rate is probably declining, this assumption simplifies the math and is very appropriate for probabilistic SIF verification. [Pg.33]

Let s consider the following four cases (see the corresponding figures), where R (random resistance) and S (random stress or load or action) correspond to the parameters W and Wl respectively. [Pg.2043]

Although originally designed for astrophysical problems [86], as shown in [120], SPH can also be used for modeling polymers in the macroscale. However, smoothed particle hydrodynamics does not include thermal fluctuations in the form of a random stress tensor and heat flux as in the Landau and Lifshitz theory of hydrodynamic fluctuations. Therefore, the validity of SPH to the study of complex fluids is problematic at scales where thermal fluctuations are important. [Pg.755]

Early ESR data on LaSb Dy were reported by Davidov et al. (1975b) and Oseroff and Calvo (1978). The results were interpreted by a random stress model and were evaluated by second-moment calculations. The resulting /f-value is much higher compared to that observed on LaS Er. The ESR line of the Fe ground state of dysprosium shows a broad asymmetrical structure and therefore the second-moment analysis can be a first approximation only. [Pg.262]

Under conditions of free corrosion and constant amplitude (S-N curves), a tolerable stress amplitude results about 20% lower than in air. With cathodic polarisation, the air exposure values are generally achieved once again. In tests with exposure to random stress loads as well, cathodic polarisation extends the fatigue life. [Pg.218]

YX Gd + 4.2-300 angular variation of linewidth interpreted in terms of random stress model with tetragonal distortions X = P, As, Sb Sugawara and Huang (1975)... [Pg.497]

During the useful-life period, the hazard rate remains constant. Some of the reasons for the occurrence of failures in this region are higher random stress than expected, low safety factors, undetectable defects, human errors, abuse, and natural failures. [Pg.42]

Wirsching, P.H., Light, M.C. Fatigue under wide band random stresses. ASCE J. Struct. Div. 106, 1593-1607 (1980)... [Pg.475]

Figure 8.17 Variation of stress with time that accounts for fatigue failures, (a) Reversed stress cycle, in which the stress alternates from a maximum tensile stress (+) to a maximum compressive stress (-) of equal magnitude, (b) Repeated stress cycle, in which maximum and minimum stresses are asymmetrical relative to the zero-stress level mean stress cr, range of stress cr and stress amplitude cr are indicated, (c) Random stress cycle. Figure 8.17 Variation of stress with time that accounts for fatigue failures, (a) Reversed stress cycle, in which the stress alternates from a maximum tensile stress (+) to a maximum compressive stress (-) of equal magnitude, (b) Repeated stress cycle, in which maximum and minimum stresses are asymmetrical relative to the zero-stress level mean stress cr, range of stress cr and stress amplitude cr are indicated, (c) Random stress cycle.
The stress fluctuations are different from the random stresses that arise in the LB algorithm itself,... [Pg.119]

The random stress has a typical amplitude of and is obtained from the... [Pg.120]


See other pages where Random stress is mentioned: [Pg.726]    [Pg.164]    [Pg.165]    [Pg.167]    [Pg.168]    [Pg.169]    [Pg.429]    [Pg.384]    [Pg.726]    [Pg.166]    [Pg.121]    [Pg.248]    [Pg.215]    [Pg.162]    [Pg.163]    [Pg.498]    [Pg.121]    [Pg.121]   
See also in sourсe #XX -- [ Pg.384 , Pg.402 ]




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