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Online since: October 2023
Authors: M. Jothibas, T. Meganathan, P. Arivazhagan, P. Arunkumar, B. Arunkumar
Fig. 2a&b X-ray diffraction patterns of Pristine and 10 at.% In-doped ZrO2 thin films
Fig. 3aDecreasing the plane (111) intensity, 3b Increasing the plane (200), (220) and (311) intensities of Pristine ZrO2 thin film
Moreover, the desired peaks were observed from the Bragg angles 2θ at 30.19o, 35.33o, 50.54o, and 60.13o strongly possessed with the preferred miller planes are (1 1 1), (2 0 0), (2 2 0) and (3 1 1), appropriately [14, 15].
Notably, the peak intensity of the Pristine ZrO2 thin film at (1 1 1) plane has slightly decreased with the addition of 10 at.% of Indium, as illustrated in Fig.3a.
The calculated microstrain and dislocation density values are parallel increased 3.79 to 4.34x10-3 and 1.115 to 1.458x1016, are presented in the Table 1.
Ser. 61, 11 (2007). http://dx.doi.org/1 0.1088/1742-6596/61/1/003 [26] Sajid I.
Sreedhara Reddy, J ALLOY COMPD.479, 589 (2009)
Notably, the peak intensity of the Pristine ZrO2 thin film at (1 1 1) plane has slightly decreased with the addition of 10 at.% of Indium, as illustrated in Fig.3a.
The calculated microstrain and dislocation density values are parallel increased 3.79 to 4.34x10-3 and 1.115 to 1.458x1016, are presented in the Table 1.
Ser. 61, 11 (2007). http://dx.doi.org/1 0.1088/1742-6596/61/1/003 [26] Sajid I.
Sreedhara Reddy, J ALLOY COMPD.479, 589 (2009)
Online since: January 2020
Authors: Ragab Abdelaziz El-Sehiemy, Asmaa F. Barakat, Mohamed Elsaid
The proposed variants are described as follows:
Variant 1.
As and are random numbers which belong to the open interval ]0, 1[.
Table 1 Limits of reactive power generation (p.u) for IEEE 14-bus and 30-bus systems 14 -bus 30-bus 57-bus Bus no.
References [1] A.
In 2019 International Conference on Innovative Trends in Computer Engineering (ITCE) (pp. 479-484).
As and are random numbers which belong to the open interval ]0, 1[.
Table 1 Limits of reactive power generation (p.u) for IEEE 14-bus and 30-bus systems 14 -bus 30-bus 57-bus Bus no.
References [1] A.
In 2019 International Conference on Innovative Trends in Computer Engineering (ITCE) (pp. 479-484).
Online since: September 2013
Authors: Guo Ping Chang-Chien, Yan Hua Wang, Mei Lan Chen, Jian Yuan Yu, Gui Wei Rao
Table 1 Concentrations of PCDD/Fs in flue gas in summer and autumn
PCDD/PCDFs
summer
autumn
PCDD/PCDFs
summer
autumn
2,3,7,8-TeCDD
0.00274
0.00247
2,3,7,8-TeCDF
0.0168
0.0198
1,2,3,7,8-PeCDD
0.0138
0.0112
1,2,3,7,8-PeCDF
0.0422
0.0338
1,2,3,4,7,8-HxCDD
0.0253
0.0107
2,3,4,7,8-PeCDF
0.0601
0.0552
1,2,3,6,7,8-HxCDD
0.0334
0.0190
1,2,3,4,7,8-HxCDF
0.143
0.0692
1,2,3,7,8,9-HxCDD
0.0258
0.0136
1,2,3,6,7,8-HxCDF
0.119
0.0703
1,2,3,4,6,7,8-HpCDD
0.174
0.137
1,2,3,7,8,9-HxCDF
0.00972
0.00342
OCDD
0.173
0.285
2,3,4,6,7,8-HxCDF
0.112
0.0819
1,2,3,4,6,7,8-HpCDF
0.570
0.278
1,2,3,4,7,8,9-HpCDF
0.0827
0.0337
OCDF
0.748
0.119
PCDDs (ng/Nm3)
0.448
0.478
PCDDs (ng I-TEQ/Nm3)
0.0200
0.0141
PCDFs (ng/Nm3)
1.90
0.765
PCDFs (ng I-TEQ/Nm3)
0.0795
0.0570
ratio of PCDDs/PCDFs
0.235
0.626
ratio of PCDDs/PCDFs(TEQ)
0.252
0.247
total PCDD/Fs (ng/Nm3)
2.35
1.24
total PCDD/Fs (ng I-TEQ/Nm3)
0.0995
0.0711
Table 2 Concentrations of PCDD/Fs in ambient air in spring
ambient air
upwind
downwind
PCDD/PCDFs
Southeastern Institute of Technology Wanfang primary school Guardhouse in Muzha MSWI Xinyi junior middle school 2,3,7,8-TeCDD 0.00128 0.000837 0.00225 0.00142 1,2,3,7,8-PeCDD 0.00304 0.00311 0.00616 0.00597 1,2,3,4,7,8-HxCDD 0.00274 0.00275 0.00512 0.00591 1,2,3,6,7,8-HxCDD 0.00517 0.00473 0.00987 0.0158 1,2,3,7,8,9-HxCDD 0.00359 0.00341 0.00719 0.0114 1,2,3,4,6,7,8-HpCDD 0.0229 0.0385 0.0675 0.111 OCDD 0.0709 0.125 0.182 0.212 2,3,7,8-TeCDF 0.0116 0.00945 0.0182 0.0165 1,2,3,7,8-PeCDF 0.0125 0.0117 0.0211 0.0189 2,3,4,7,8-PeCDF 0.0173 0.0183 0.0389 0.0330 1,2,3,4,7,8-HxCDF 0.013 0.0165 0.0357 0.0394 1,2,3,6,7,8-HxCDF 0.0117 0.0156 0.0365 0.0347 1,2,3,7,8,9-HxCDF 0.0138 0.0232 0.0670 0.0556 2,3,4,6,7,8-HxCDF 0.00128 0.00126 0.00305 0.00213 1,2,3,4,6,7,8-HpCDF 0.0414 0.0656 0.185 0.201 1,2,3,4,7,8,9-HpCDF 0.00809 0.0105 0.0331 0.0300 OCDF 0.0463 0.0708 0.176 0.152 PCDDs 0.11 0.178 0.280 0.364 PCDFs 0.177 0.243 0.615 0.583 PCDDs/PCDFs 0.619 0.734 0.456 0.624 Total PCDD/Fs 0.287 0.421
ND 1,2,3,7,8-PeCDD 0.298 0.0974 0.172 ND 1,2,3,4,7,8-HxCDD 0.145 0.0811 0.132 0.0354 1,2,3,6,7,8-HxCDD 0.302 0.150 0.260 0.0512 1,2,3,7,8,9-HxCDD 0.225 0.150 0.288 0.0512 1,2,3,4,6,7,8-HpCDD 0.833 0.929 1.32 0.256 OCDD 1.87 2.77 3.76 1.19 2,3,7,8-TeCDF 0.893 0.458 0.564 0.205 1,2,3,7,8-PeCDF 0.853 0.337 0.512 0.138 2,3,4,7,8-PeCDF 0.901 0.479 0.840 0.185 1,2,3,4,7,8-HxCDF 0.724 0.288 0.716 0.110 1,2,3,6,7,8-HxCDF 0.773 0.511 0.804 0.138 1,2,3,7,8,9-HxCDF 0.781 0.584 0.928 0.157 2,3,4,6,7,8-HxCDF ND 0.0649 0.0480 0.0669 1,2,3,4,6,7,8-HpCDF 1.67 1.78 2.39 0.425 1,2,3,4,7,8,9-HpCDF 0.109 0.166 0.196 ND OCDF 0.612 0.824 1.32 0.413 PCDDs 3.77 4.18 6.00 1.58 PCDFs 7.32 5.50 8.32 1.84 PCDDs/PCDFs 0.515 0.761 0.722 0.861 Total PCDD/Fs 11.1 9.68 14.3 3.42 PCDDs pg-I-TEQ/Nm3 0.323 0.0989 0.247 0.0175 PCDFs pg-I-TEQ/Nm3 0.829 0.467 0.779 0.172 Ratio of PCDDs/PCDFs(TEQ) 0.390 0.212 0.317 0.102 TEQ(pg I-TEQ/Nm3) 1.15 0.566 1.03 0.189 Average PCDD/Fs (pg/Nm3) 11.1 9.13(RSD=48.8,n=3) Average TEQ
Table 8 Concentrations of PCDD/Fs in soil in spring soil upwind downwind PCDD/PCDFs Southeastern Institute of Technology Wanfang primary school Guardhouse in Muzha MSWI Xinyi junior middle school 2,3,7,8-TeCDD 0.0314 0.0357 0.358 ND 1,2,3,7,8-PeCDD 0.159 0.187 4.92 0.0580 1,2,3,4,7,8-HxCDD 0.139 0.310 8.61 0.0380 1,2,3,6,7,8-HxCDD 0.285 0.576 37.2 0.120 1,2,3,7,8,9-HxCDD 0.250 0.554 22.9 0.102 1,2,3,4,6,7,8-HpCDD 2.94 14.0 335 2.03 OCDD 32.0 479 1390 30.3 2,3,7,8-TeCDF 0.145 0.240 2.78 6.42 1,2,3,7,8-PeCDF 0.283 0.363 6.84 5.90 2,3,4,7,8-PeCDF 0.371 0.427 15.5 4.23 1,2,3,4,7,8-HxCDF 0.499 0.546 21.8 7.76 1,2,3,6,7,8-HxCDF 0.428 0.516 24.6 1.93 1,2,3,7,8,9-HxCDF 0.654 0.622 50.7 0.768 2,3,4,6,7,8-HxCDF 0.0766 0.0973 2.29 0.228 1,2,3,4,6,7,8-HpCDF 2.11 2.96 195 2.74 1,2,3,4,7,8,9-HpCDF 0.206 0.556 47.2 1.06 OCDF 1.84 4.51 299 2.50 PCDDs 35.8 495 1800 32.7 PCDFs 6.61 10.8 666 33.5 PCDDs/PCDFs 5.41 45.7 2.70 0.974 Total PCDD/Fs 42.4 506 2470 66.2 PCDDs pg-I-TEQ/Nm3 0.240 0.893 14.4
Res. 1(1994)262
Southeastern Institute of Technology Wanfang primary school Guardhouse in Muzha MSWI Xinyi junior middle school 2,3,7,8-TeCDD 0.00128 0.000837 0.00225 0.00142 1,2,3,7,8-PeCDD 0.00304 0.00311 0.00616 0.00597 1,2,3,4,7,8-HxCDD 0.00274 0.00275 0.00512 0.00591 1,2,3,6,7,8-HxCDD 0.00517 0.00473 0.00987 0.0158 1,2,3,7,8,9-HxCDD 0.00359 0.00341 0.00719 0.0114 1,2,3,4,6,7,8-HpCDD 0.0229 0.0385 0.0675 0.111 OCDD 0.0709 0.125 0.182 0.212 2,3,7,8-TeCDF 0.0116 0.00945 0.0182 0.0165 1,2,3,7,8-PeCDF 0.0125 0.0117 0.0211 0.0189 2,3,4,7,8-PeCDF 0.0173 0.0183 0.0389 0.0330 1,2,3,4,7,8-HxCDF 0.013 0.0165 0.0357 0.0394 1,2,3,6,7,8-HxCDF 0.0117 0.0156 0.0365 0.0347 1,2,3,7,8,9-HxCDF 0.0138 0.0232 0.0670 0.0556 2,3,4,6,7,8-HxCDF 0.00128 0.00126 0.00305 0.00213 1,2,3,4,6,7,8-HpCDF 0.0414 0.0656 0.185 0.201 1,2,3,4,7,8,9-HpCDF 0.00809 0.0105 0.0331 0.0300 OCDF 0.0463 0.0708 0.176 0.152 PCDDs 0.11 0.178 0.280 0.364 PCDFs 0.177 0.243 0.615 0.583 PCDDs/PCDFs 0.619 0.734 0.456 0.624 Total PCDD/Fs 0.287 0.421
ND 1,2,3,7,8-PeCDD 0.298 0.0974 0.172 ND 1,2,3,4,7,8-HxCDD 0.145 0.0811 0.132 0.0354 1,2,3,6,7,8-HxCDD 0.302 0.150 0.260 0.0512 1,2,3,7,8,9-HxCDD 0.225 0.150 0.288 0.0512 1,2,3,4,6,7,8-HpCDD 0.833 0.929 1.32 0.256 OCDD 1.87 2.77 3.76 1.19 2,3,7,8-TeCDF 0.893 0.458 0.564 0.205 1,2,3,7,8-PeCDF 0.853 0.337 0.512 0.138 2,3,4,7,8-PeCDF 0.901 0.479 0.840 0.185 1,2,3,4,7,8-HxCDF 0.724 0.288 0.716 0.110 1,2,3,6,7,8-HxCDF 0.773 0.511 0.804 0.138 1,2,3,7,8,9-HxCDF 0.781 0.584 0.928 0.157 2,3,4,6,7,8-HxCDF ND 0.0649 0.0480 0.0669 1,2,3,4,6,7,8-HpCDF 1.67 1.78 2.39 0.425 1,2,3,4,7,8,9-HpCDF 0.109 0.166 0.196 ND OCDF 0.612 0.824 1.32 0.413 PCDDs 3.77 4.18 6.00 1.58 PCDFs 7.32 5.50 8.32 1.84 PCDDs/PCDFs 0.515 0.761 0.722 0.861 Total PCDD/Fs 11.1 9.68 14.3 3.42 PCDDs pg-I-TEQ/Nm3 0.323 0.0989 0.247 0.0175 PCDFs pg-I-TEQ/Nm3 0.829 0.467 0.779 0.172 Ratio of PCDDs/PCDFs(TEQ) 0.390 0.212 0.317 0.102 TEQ(pg I-TEQ/Nm3) 1.15 0.566 1.03 0.189 Average PCDD/Fs (pg/Nm3) 11.1 9.13(RSD=48.8,n=3) Average TEQ
Table 8 Concentrations of PCDD/Fs in soil in spring soil upwind downwind PCDD/PCDFs Southeastern Institute of Technology Wanfang primary school Guardhouse in Muzha MSWI Xinyi junior middle school 2,3,7,8-TeCDD 0.0314 0.0357 0.358 ND 1,2,3,7,8-PeCDD 0.159 0.187 4.92 0.0580 1,2,3,4,7,8-HxCDD 0.139 0.310 8.61 0.0380 1,2,3,6,7,8-HxCDD 0.285 0.576 37.2 0.120 1,2,3,7,8,9-HxCDD 0.250 0.554 22.9 0.102 1,2,3,4,6,7,8-HpCDD 2.94 14.0 335 2.03 OCDD 32.0 479 1390 30.3 2,3,7,8-TeCDF 0.145 0.240 2.78 6.42 1,2,3,7,8-PeCDF 0.283 0.363 6.84 5.90 2,3,4,7,8-PeCDF 0.371 0.427 15.5 4.23 1,2,3,4,7,8-HxCDF 0.499 0.546 21.8 7.76 1,2,3,6,7,8-HxCDF 0.428 0.516 24.6 1.93 1,2,3,7,8,9-HxCDF 0.654 0.622 50.7 0.768 2,3,4,6,7,8-HxCDF 0.0766 0.0973 2.29 0.228 1,2,3,4,6,7,8-HpCDF 2.11 2.96 195 2.74 1,2,3,4,7,8,9-HpCDF 0.206 0.556 47.2 1.06 OCDF 1.84 4.51 299 2.50 PCDDs 35.8 495 1800 32.7 PCDFs 6.61 10.8 666 33.5 PCDDs/PCDFs 5.41 45.7 2.70 0.974 Total PCDD/Fs 42.4 506 2470 66.2 PCDDs pg-I-TEQ/Nm3 0.240 0.893 14.4
Res. 1(1994)262
Online since: May 2017
Authors: Indranil Banerjee, Krishna Pramanik, Mahesh Kumar Sah
Analysis showed that the pore size was governed by the porogen and not influenced by the SF/PVA ratio (Table 1).
Figure 7: ALP activity assay of hMSCs grown on developed scaffolds for 1 day, 7 days and 14 days.
References [1] R.
Pharmacol., 47 (1995) 479–486
Dev., 1 (2010) 404–408
Figure 7: ALP activity assay of hMSCs grown on developed scaffolds for 1 day, 7 days and 14 days.
References [1] R.
Pharmacol., 47 (1995) 479–486
Dev., 1 (2010) 404–408
Online since: August 2014
Authors: Patrick A. Smyth, Itzhak Green, Robert L. Jackson, R. Reid Hanson
For example, consider an isotropic, elastic
material- the stress and strain relations are determined as follows in cylindrical coordinates [33]:(a) Reproduction of test setup from [9, 31, 32] (b) Reproduction of ramp input from [9, 31, 32]
(c) Schematic of test setup in current study (d) Instantaneous displacement used in current study
Fig. 1: Comparison of experimental setups for measuring cartilage
σr
σθ
σz
=
E
(1 + ν)(1 − 2ν)
1 − ν ν ν
ν 1 − ν ν
ν ν 1 − ν
ϵr
ϵθ
ϵz
(1)
or for strain in terms of stress:
{ϵ} =
ϵr
ϵθ
ϵz
= 1
E
1 −ν −ν
−ν 1 −ν
−ν −ν 1
σr
σθ
σz
(2)
According to Eq. 1, Poisson's ratio is needed in the confined compression case (ϵr = ϵθ = 0) to obtain
stress in the z (vertical) direction:
σz = [
E(1 − ν)
(1 + ν)(1 − 2ν)] ϵz. (3)
Poisson's ratio must be assumed or determined experimentally, which adds an additional parameter
to the models using confined
Archive of Applied Mechanics 61(1):479--487 [2] Friswell M (2007) The response of rotating machines on viscoelastic supports.
International Review of Mechanical Engineering 1(1):32--40 [3] Elsharkawy AA, Nassar MM (1996) Hydrodynamic lubrication of squeeze-film porous bearings.
Wear 5(1):1--17 [6] Ateshian GA (2009) The role of interstitial fluid pressurization in articular cartilage lubrication.
Archives of Biochemistry and Biophysics 483(1):75--80
Archive of Applied Mechanics 61(1):479--487 [2] Friswell M (2007) The response of rotating machines on viscoelastic supports.
International Review of Mechanical Engineering 1(1):32--40 [3] Elsharkawy AA, Nassar MM (1996) Hydrodynamic lubrication of squeeze-film porous bearings.
Wear 5(1):1--17 [6] Ateshian GA (2009) The role of interstitial fluid pressurization in articular cartilage lubrication.
Archives of Biochemistry and Biophysics 483(1):75--80
Online since: August 2015
Authors: Kimberlee Jane Kearfott, William Geoffrey West
Contents of Paper
1.
Conclusions References 1.
Fig. 1.
References [1] L.
Meas. 27 (1997) 479-488
Conclusions References 1.
Fig. 1.
References [1] L.
Meas. 27 (1997) 479-488
Online since: August 2019
Authors: Sayed Mohammad Tariful Azam, A.S.M. Bakibillah, M.A.S. Kamal
References
[1] Y.
Proc., no. 814, pp. 1–7, 2013
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Proc., no. 814, pp. 1–7, 2013
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Technol., vol. 30, no. 1, 2015
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Online since: May 2011
Authors: Zhi Rui Wang, Charles C.F. Kwan
Glazov and Laird have shown that the minimum equilibrium separation distance for any of the known conventional patterning is in the order of 1 μm [3].
The embedded primary discontinuities tend to encourage grain coarsening to occur around them, the resulting microstructure is shown in Fig. 1.
The microstructure in Fig. 1 consists of three constituents of various grain sizes: (1) uf grains with mean grain size of 862 nm x 303 nm, (2) primary discontinuities with mean grain size of 63 nm x 31 nm, and lastly (3) equiaxed grains with grain size larger than 2 µm [5].
References [1] N.
Forum, 475-479 (2005) p. 4055 [20] Y.
The embedded primary discontinuities tend to encourage grain coarsening to occur around them, the resulting microstructure is shown in Fig. 1.
The microstructure in Fig. 1 consists of three constituents of various grain sizes: (1) uf grains with mean grain size of 862 nm x 303 nm, (2) primary discontinuities with mean grain size of 63 nm x 31 nm, and lastly (3) equiaxed grains with grain size larger than 2 µm [5].
References [1] N.
Forum, 475-479 (2005) p. 4055 [20] Y.
Online since: August 2014
Authors: Ou Chen Cai
Introduction
Nanoparticles are defined as substances behaving as a whole unit in terms of their transport and properties, with diameters ranging from 1 to 100 nanometers [1].
Figure 1.
References [1] ISO/TS 27687.2008, 2008.
Kogel-Knabner, Release of polycyclic aromatic hydrocarbons, dissolved organic carbon, and suspended matter from disturbed NAPL-contaminated gravelly soil material, Vadose Zone J. 5 (2006) 469–479
Sci. 253 (2002) 1-8
Figure 1.
References [1] ISO/TS 27687.2008, 2008.
Kogel-Knabner, Release of polycyclic aromatic hydrocarbons, dissolved organic carbon, and suspended matter from disturbed NAPL-contaminated gravelly soil material, Vadose Zone J. 5 (2006) 469–479
Sci. 253 (2002) 1-8
Online since: May 2020
Authors: Elena L. Nikonenko, Natalya A. Popova, N.A. Koneva
Thereby, distortions are fully driven by the excess dislocation density.
1.
In case of elastic-plastic bending, the corresponding combination of formulas (1) and (2) should be used.
(a) (b) Figure 1.
In the place of approximation of contours 1 and 2 bending-torsion tensor will be characterized by one component: rad/cm In this case sl = 420 MPa (sl is the amplitude of internal or long-range stresses), c = 780 cm-1, r± = 3.1×1010 cm-2.
Atomizdat Publ) p 479 [14] Vasiliev D M 1988 Difraction methods of structural studies (Saint Petersburg.
In case of elastic-plastic bending, the corresponding combination of formulas (1) and (2) should be used.
(a) (b) Figure 1.
In the place of approximation of contours 1 and 2 bending-torsion tensor will be characterized by one component: rad/cm In this case sl = 420 MPa (sl is the amplitude of internal or long-range stresses), c = 780 cm-1, r± = 3.1×1010 cm-2.
Atomizdat Publ) p 479 [14] Vasiliev D M 1988 Difraction methods of structural studies (Saint Petersburg.