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Strength models

Model Strength Drawing Entanglements Molecular weight Segregation Orienta-... [Pg.288]

Types of Dispersive Response Models Strengths and Weaknesses... [Pg.265]

Z.P. Bazant and M.F. Kaplan. Concrete at high temperatures Material properties and mathematical models. Strength and Deformation of Portland Cement Concrete , pp. 424,1996. [Pg.466]

In this contribution some of the issues involved in seismic sidesway collapse assessment of moment-resisting frames are addressed in more detail, including nonlinear dynamic analysis, stmctural modeling, strength and stiffness... [Pg.2731]

Table 8.9 Results of ANN model strength at break (MD) [Source Reference 7]... Table 8.9 Results of ANN model strength at break (MD) [Source Reference 7]...
The Supplement B (reference) contains a description of the process to render an automatic construction of mathematical models with the application of electronic computer. The research work of the Institute of the applied mathematics of The Academy of Sciences ( Ukraine) was assumed as a basis for the Supplement. The prepared mathematical model provides the possibility to spare strength and to save money, usually spent for the development of the mathematical models of each separate enterprise. The model provides the possibility to execute the works standard forms and records for the non-destructive inspection in complete correspondence with the requirements of the Standard. [Pg.26]

Using flaw visuahzation system data the strength and fracture mechanics estimations are carried out in accordance with defect assessment regulatory procedure M-02-91 [5]. Recently, the additions had been included in the procedure, concerning interpretation of expert flaw visualization sysf em data, computer modelling, residual stresses, in-site properties of metal, methods of fracture analysis. [Pg.196]

The benefits of flaw visualization tools applications are supported by strength maintenance software, based on computer modelling and realizing assessment procedure. [Pg.197]

The radioautographic work suggests another model illustrated in Fig. XII-11. The load is supported over area A, with metal contacts of shear strength s over a portion of the area ctA and film-film contacts of shear strength Sf over the rest of the area. In analogy to Eq. XII-9, one can write the total frictional force, F as... [Pg.448]

Figure Bl.14.13. Derivation of the droplet size distribution in a cream layer of a decane/water emulsion from PGSE data. The inset shows the signal attenuation as a fiinction of the gradient strength for diflfiision weighting recorded at each position (top trace = bottom of cream). A Stokes-based velocity model (solid lines) was fitted to the experimental data (solid circles). The curious horizontal trace in the centre of the plot is due to partial volume filling at the water/cream interface. The droplet size distribution of the emulsion was calculated as a fiinction of height from these NMR data. The most intense narrowest distribution occurs at the base of the cream and the curves proceed logically up tlirough the cream in steps of 0.041 cm. It is concluded from these data that the biggest droplets are found at the top and the smallest at the bottom of tlie cream. Figure Bl.14.13. Derivation of the droplet size distribution in a cream layer of a decane/water emulsion from PGSE data. The inset shows the signal attenuation as a fiinction of the gradient strength for diflfiision weighting recorded at each position (top trace = bottom of cream). A Stokes-based velocity model (solid lines) was fitted to the experimental data (solid circles). The curious horizontal trace in the centre of the plot is due to partial volume filling at the water/cream interface. The droplet size distribution of the emulsion was calculated as a fiinction of height from these NMR data. The most intense narrowest distribution occurs at the base of the cream and the curves proceed logically up tlirough the cream in steps of 0.041 cm. It is concluded from these data that the biggest droplets are found at the top and the smallest at the bottom of tlie cream.
In the limit that the number of effective particles along the polymer diverges but the contour length and chain dimensions are held constant, one obtains the Edwards model of a polymer solution [9, 30]. Polymers are represented by random walks that interact via zero-ranged binary interactions of strength v. The partition frmction of an isolated chain is given by... [Pg.2366]

Step 5 From that model of the current substate we construct the flooding potential of strength fl. [Pg.92]

Table 2. Predicted intrinsic and apparent pKa values for the Cys403 residue in Yersinia phosphatase for different models of the structure the data refer to a temperature of 293 K and an ionic strength corresponding to 150 mM of monovalent salt. See the text for the detailed description of the conditions under which each pK estimation was made. The experimentally determined value is 4.67 [39]... Table 2. Predicted intrinsic and apparent pKa values for the Cys403 residue in Yersinia phosphatase for different models of the structure the data refer to a temperature of 293 K and an ionic strength corresponding to 150 mM of monovalent salt. See the text for the detailed description of the conditions under which each pK estimation was made. The experimentally determined value is 4.67 [39]...
The key term is which is the bond order between the atoms i and j. This parameter depends upon the number of bonds to the atom i the strength of the bond between i and j decreases as the number of bonds fo fhe atom i increases. The original bond-order potential [Abell 1985] is mathematically equivalent to the Finnis-Sinclair model if the bond order by is given by ... [Pg.263]

This perturbation method is claimed to be more efficient than the fluctuating dipole method, at least for certain water models [Alper and Levy 1989], but it is important to ensure that the polarisation (P) is linear in the electric field strength to avoid problems with dielectric saturation. [Pg.355]


See other pages where Strength models is mentioned: [Pg.188]    [Pg.189]    [Pg.239]    [Pg.287]    [Pg.949]    [Pg.270]    [Pg.614]    [Pg.1118]    [Pg.85]    [Pg.449]    [Pg.452]    [Pg.255]    [Pg.176]    [Pg.1033]    [Pg.383]    [Pg.386]    [Pg.188]    [Pg.189]    [Pg.239]    [Pg.287]    [Pg.949]    [Pg.270]    [Pg.614]    [Pg.1118]    [Pg.85]    [Pg.449]    [Pg.452]    [Pg.255]    [Pg.176]    [Pg.1033]    [Pg.383]    [Pg.386]    [Pg.187]    [Pg.191]    [Pg.997]    [Pg.242]    [Pg.456]    [Pg.593]    [Pg.738]    [Pg.858]    [Pg.1069]    [Pg.1272]    [Pg.2366]    [Pg.442]    [Pg.429]    [Pg.453]    [Pg.605]    [Pg.220]   
See also in sourсe #XX -- [ Pg.425 , Pg.434 , Pg.455 ]




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A Model to Predict the Tensile Strength of Tablets from Individual Components

Acid strength model

An Improved Model based on a Shear Strength Criterion

Bond Strength Models

Fiber tensile strength model

Gradient elution linear solvent strength model

Linear Solvent Strength model

Linear solvent strength gradient model

MNDO model strengths

Mechanical strength model

Modeling approaches strength effect

Modeling the stiffness and strength of aerospace structural elements

Oscillator strength model, optical

Strength development modelling

Strengths and Weaknesses of Continuum Solvation Models

Stress and strength modelling finite element (FE) analysis

Structured model, strength properties

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