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The residence times (Eq. 1) of trapped charges in these traps depends on the ambient temperature, nature of the traps and charge environment and can vary from a few seconds to 108 years [1-3]: (1) where t is the lifetime, s is the frequency factor (and is generally of the order of ~1012 sec-1) [4], Eg is the energy trap depth (Fig. 1b), k is the Boltzmann constant and T is the absolute temperature.
This 4-11 µm grains are mounted on the Aluminum discs by re-suspending the grains in alcohol and putting ~1 ml of this volume with equal volume of alcohol in 1 mm glass vial having Aluminum disc at the bottom.
References [1] G.F.J.
Geochronol. 1 (2006) 109-120
Geochronol. 6 (2011) 468-479

Fig 1.
References [1] Padture, N.
Wear, 258(1-4), 194-202
Processes, 3(1), 21-29
Copper surfaces reduce the rate of healthcare-acquired infections in the intensive care unit. infection control and hospital epidemiology, 34(5), 479-486. https://doi.org/10.1086/670207 [68] Hans, M., Támara, J.

Figure 1: A swarm of robots collaborate to pass an obstacle.
Thus, setting a =1 yields the standard DPSO.
References [1] C.
Coimbra, 2010, pp. 1-8
Trujillo, "Science metrics on fractional calculus development since 1966," Fractional Calculus and Applied Analysis, vol. 16, pp. 479-500, 2013

The load bearing ability of bone is provided by minerals [1].
Fig 1: Schematic drawing of bone, picture adopted from Servier Medical Art (http://www.servier.com/) Table 1.
Property Values Density (g cm3) 3.15 Youngs modulus( GPa) 85-90 Knoop hardness (MPa) 3450 Tensile Strength (MPa/m) 120 Poisson Coefficient 0.3 Thermal Expansion 11 Melting Point (C) 1660 Specific Heat ( Cal g-1 K-1) 0.15 Thermal Conductivity (W cm-1 K-1) 0.01 Fracture Toughness (MPa/m) 1.0 Weibull Modulus 5.0-12.0 Table 4.
References [1] J.E.
Dorozhkin, Calcium orthophosphate coatings, films and layers, Progress in Biomaterials, 1 (2012) 1

Table 1: Strength-porosity model constants.
[76] obtained values of between 1 and 12 GPa for densities between 500 and 1 600 kg/m3.
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Syrkin, "Structure formation control of foam concrete," AIP Conference Proceedings, vol. 1800, no. 1, pp. 1-9, 2017
Gugliandolo, "Compressive and flexural strength of fiber-reinforced foamed concrete: Effect of fiber content, curing conditions and dry density," Construction and building materials, vol. 198, pp. 479-493, 2019

Abbasi 1, a, J.
Anuradha 1, b, S.U.
Ganaie 1, c and S.
Table 1.
[479 J.

This comparison substantiates the applicability of the novel approach even to the systems with a large variation of the molar volume with the composition.a) 8 0 8 5 9 0 9 5 1 0 0 1 0 - 1 5 1 0 - 1 4 1 0 - 1 3 1 0 - 1 2 D * , D ( m 2 / s ) 0 G a - 2 4 G a 1 6 G a - 2 4 G a 0 G a - 1 6 G a A t o m i c P e r c e n t o f F e D D * ~ ~ b) 7 5 8 0 8 5 9 0 9 5 1 0 0 1 0 - 1 5 1 0 - 1 4 1 0 - 1 3 1 0 - 1 2 D ( m 2 / s ) a t . % F e D G a ( f r o m i n t r i n s i c d i f f u s i o n ) D F e ( e n d - m e m b e r s ) D~D F e * D G a* ** Fig. 15: Interdiffusion in the Fe-Ga system: a) Fe tracer (D∗) and interdiffusion ( ¯D) coefficients determined from there different Fe-Ga couples (the Ga content in the end-members is indicated). b) Tracer diffusion coefficients of Ga estimated using the Darken-Manning relation (dashed-dotted line), the measured interdiffusion coefficients (dashed line) and the Fe tracer diffusion coefficients (solid line) in comparison
a) 0 . 0 0 . 5 1 . 0 1 . 5 2 . 0 2 . 5 3 . 0 y ( µm ) R e l a t i v e c o n c e n t r a t i o n ( a r b . u n i t s ) y 2 ( 1 0 - 1 1 m 2 ) 1 2 3 4 5 1 2 0 5 K 1 1 7 6 K 1 1 1 5 K b) 7 8 9 1 0 - 1 9 1 0 - 1 8 1 0 - 1 7 1 0 - 1 6 1 0 - 1 5 1 0 - 1 4 T ( K ) D v ( m 2 / s ) T - 1 ( 1 0 - 4 K - 1 ) N i d i f f u s i o n i n N i A l 1 5 0 0 1 4 0 0 1 3 0 0 1 2 0 0 1 1 0 0 Fig. 16: Diffusion investigation using SIMS: (a) penetration profiles measured by SIMS and (b) the Arrhenius diagram for Ni diffusion in binary B2-ordered NiAl after Frank et al. [105].
The value of the diffraction angle θ; the values of θ about 90� improves the detection of small displacements of the diffraction line;a) I n t e n s i t y 2 θ 0 14 1 0 b) 8 9 1 0 1 0 - 1 7 1 0 - 1 6 1 0 - 1 5 1 0 - 1 4 1 0 - 1 3 1 0 - 1 2 T ( K ) D ( m 2 / s ) T - 1 ( 1 0 - 4 K - 1 ) 1 3 0 0 1 2 0 0 1 1 0 0 1 0 0 0 Fig. 24: (a) The X-ray intensity near the Cu Bragg peak for different annealing treatments after [124] (the values of the diffusion distance, √Dvt, are indicated in microns).
References [1] A.
Vol. 479 (2009) pp. 157-160

Doblaré 1 1 Group of Structural Mechanics and Materials Modelling.
Fig 1.
These models are interested not only in the prediction of the long-term behaviour 0 . 0 0 . 2 0 . 4 0 . 6 0 . 8 1 . 0 1 . 0 1 . 1 1 . 2 1 . 3 1 . 4 1 . 5 ( C H 1 2 + 2 C H 4 4 ) / C H 1 1 F L o s s o f I s o t r o p y of bone under loading, but also in its rate of adaptation and the specific role of bone cells in each stage of the mechanosensation and adaptation processes.
J Biomech, 34(4):471-479, 2001
Vol. 1 (1995).

Contents 1.
Fig. 1.
Table 1.
Bangladesh, Sci. 37 (2011) 479-501
R 89 (2015) 1–48

Introduction Congenital heart diseases (CHD) are collectively one of the major causes of morbidity in newborn with a prevalence of 1% among the total live births [1].
Fig. 1.
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Sedmera, The effect of connexin40 deficiency on ventricular conduction system function during development, Cardiovasc Res 95 (2012) 469-479