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Online since: March 2014
Authors: Aline Figueirêdo Nóbrega de Azerêdo, Arnaldo Manoel Pereira Carneiro, Givanildo Alves de Azeredo, Mauro Sardela
Bakolas et al. [17] also reported this phase and he attributed to the presence of CaCO3in the lime used in his study.
When the MK content increased more Al ions are available to form likely other phases like Ca2Al(OH)7.5H2O over time and at the same time less Ca+ ions are available to form calcium carbonate phases during curing time.
S.; EL-HEMALY, S.
S. e EL-DIDAMONY, H., Metakaolin-lome hydration products.
When the MK content increased more Al ions are available to form likely other phases like Ca2Al(OH)7.5H2O over time and at the same time less Ca+ ions are available to form calcium carbonate phases during curing time.
S.; EL-HEMALY, S.
S. e EL-DIDAMONY, H., Metakaolin-lome hydration products.
Online since: February 2022
Authors: Abdelkader Harrouz, Ibrahim Boussaid, Patrice Wira
[9] Busca C, Stan AI, Stanciu T, et al. (2010) Control of permanent magnet synchronous generator for large wind turbines.
[18] B.Bossoufi, M.Karim, A.Lagrioui, M.Taoussi, M.L.El Hafyani, Backstepping control of DFIG Generators for Wide-Range VariableSpeed Wind Turbines, IJAAC International Journal of Automation and Control , pp 122-140, Vol.8 No.2, July 2014
[25] Al-Said AbdElAziz Osman, Amged S.
El-Wakeel, A.kamel, Hatem M.
[18] B.Bossoufi, M.Karim, A.Lagrioui, M.Taoussi, M.L.El Hafyani, Backstepping control of DFIG Generators for Wide-Range VariableSpeed Wind Turbines, IJAAC International Journal of Automation and Control , pp 122-140, Vol.8 No.2, July 2014
[25] Al-Said AbdElAziz Osman, Amged S.
El-Wakeel, A.kamel, Hatem M.
Online since: January 2014
Authors: Shuang Xu, Jian Guo Liu
It is high in COD, BOD, NH3-N et al.
[2] Zhao Qing-liang, Li Xue-yan, et al.
Journal of Environmental Sciences, 2006(04): 625-628 [3] El-Fadel M, Findikakis A N, Leckie J O, Modeling leachate generation and transport in solid waste landfills.
[7] Kjeldsen P, Barlaz M A, Rooker A P, et al, Present and long-term composition of MSW landfill leachate: a review.
[13] Eleazer W E, Odle W S, Wang Y S, et al, Biodegradability of municipal solid waste components in laboratory-scale landfills.
[2] Zhao Qing-liang, Li Xue-yan, et al.
Journal of Environmental Sciences, 2006(04): 625-628 [3] El-Fadel M, Findikakis A N, Leckie J O, Modeling leachate generation and transport in solid waste landfills.
[7] Kjeldsen P, Barlaz M A, Rooker A P, et al, Present and long-term composition of MSW landfill leachate: a review.
[13] Eleazer W E, Odle W S, Wang Y S, et al, Biodegradability of municipal solid waste components in laboratory-scale landfills.
Online since: May 2014
Authors: Penyarat Saisirirat
In 2011, Sochugov et al. [9] use the method of ion-plasma technique for formation of anode-supported thin electrolyte films for IT-SOFC applications.
Their method gives the anode electrode and electrolyte with columnar-like structure similar to Rezugina et al’s work.
(7) Zel - el and Zio - io are electron conducting particle to electron conducting particle and ion conducting particle to ion conducting particle average coordination number, [9-12]
By using parameters are listed in Barnett et al work.
Rezugina, A.L.
Their method gives the anode electrode and electrolyte with columnar-like structure similar to Rezugina et al’s work.
(7) Zel - el and Zio - io are electron conducting particle to electron conducting particle and ion conducting particle to ion conducting particle average coordination number, [9-12]
By using parameters are listed in Barnett et al work.
Rezugina, A.L.
Online since: May 2020
Authors: T.V. Semenova, N.P. Aleksandrova, A.S. Aleksandrov
Wang et al., Mechanistic-empirical pavement design guide (MEPDG): a bird’s-eye view.
Dolgih A.L.
Al-Ameri, Permanent deformation prediction model of unbound granular materials for flexible pavement design.
El Abd, Selection and evaluation of models for prediction of permanent deformations of unbound granular materials in road pavements.
Margan et al., Deformational properties of unbound granular pavement materials.
Dolgih A.L.
Al-Ameri, Permanent deformation prediction model of unbound granular materials for flexible pavement design.
El Abd, Selection and evaluation of models for prediction of permanent deformations of unbound granular materials in road pavements.
Margan et al., Deformational properties of unbound granular pavement materials.
Online since: October 2017
Authors: H. Azhan, K. Azman, Norihan Yahya, S. Akmal Syamsyir, R.S. Nasuha
A similar trend of results is then confirmed by Jayasimhadri et.al (2006) works [12].
According to Moorthy et.al (2007) the small rms deviation indicates good fit between the experimental and calculated oscillator strengths [14].
As proposed by Carnall et.al, in 1968, the can be calculated using the matrix elements for Nd3+[15].
Later, Kumar et.al (2006) in his works noticed that the smaller value of representing the higher intensity of the respective laser transition [20].
[3] El-Mallawany, Tellurite Glass Handbook:Physical Properties and Data, Boca Raton CA, CRC Press, 2002 [4] Fakhra Nawaz, M.R.
According to Moorthy et.al (2007) the small rms deviation indicates good fit between the experimental and calculated oscillator strengths [14].
As proposed by Carnall et.al, in 1968, the can be calculated using the matrix elements for Nd3+[15].
Later, Kumar et.al (2006) in his works noticed that the smaller value of representing the higher intensity of the respective laser transition [20].
[3] El-Mallawany, Tellurite Glass Handbook:Physical Properties and Data, Boca Raton CA, CRC Press, 2002 [4] Fakhra Nawaz, M.R.
Online since: October 2015
Authors: Robert Kočiško, Tibor Kvačkaj, Andrea Kováčová, Michal Zemko
Mahallawy et al. investigated the effect of outer corner angle ψ and ECAP number of passes on inhomogeneity index in effective plastic strain [16].
Oh et al. established that the corner gap is an important index having impact on the quality of ECAP processing [18].
Lu et al. have also reported the significance of a die channel angle considering the inhomogeneity index in effective plastic strain.
Bidulská at al. analyzed the material flow, strain, strain rate and temperature distribution during ECAP processing [19].
[16] Mahallawy, N.E., Shehata, F.A., Hameed, A.E., Abd El Aal, M.I., Kim, H.S. 3D FEM simulations for the homogeneity of plastic deformation in Al–Cu alloys during ECAP.
Oh et al. established that the corner gap is an important index having impact on the quality of ECAP processing [18].
Lu et al. have also reported the significance of a die channel angle considering the inhomogeneity index in effective plastic strain.
Bidulská at al. analyzed the material flow, strain, strain rate and temperature distribution during ECAP processing [19].
[16] Mahallawy, N.E., Shehata, F.A., Hameed, A.E., Abd El Aal, M.I., Kim, H.S. 3D FEM simulations for the homogeneity of plastic deformation in Al–Cu alloys during ECAP.
Online since: October 2013
Authors: Fu Yu Zhan, Zhi Xian Zhang, Wei Yang
The empirical contants for Al 2024-T3 in Eq.(2) are presented in Tab. 2.
The fracture toughness and yield strength of Al 2024-T3 are represented by a normal distribution.
D, et al.
[12] ChuanSheng Wang, JianYu Zhang, Rui Bao, et al.
[17] Ching-long Hsu, el at.
The fracture toughness and yield strength of Al 2024-T3 are represented by a normal distribution.
D, et al.
[12] ChuanSheng Wang, JianYu Zhang, Rui Bao, et al.
[17] Ching-long Hsu, el at.
Online since: September 2019
Authors: Oboso P. Benard, Nakamura Koichi, Atef E. Mahmoud, Dr. Nagih Shaalan, Mohsen A. Hassan
Chung et. al., [7] presented the asymptotic homogenization scheme to assess the overall behavior of the piezoelectric composite.
Dunn et. al., [4] gave an explicit form for Eshelby's tensor in terms of integral over a unit spheroid region to determine the coupled electromechanical properties of piezoelectric composites.
Recently, a study by Gandarilla et. al., [8] extended the classical Maxwell micromechanics model considering spheroidal piezoelectric inclusions aligned in parallel but randomly distributed.
The Eshelby tensor components for fiber inclusions in a transversely isotropic matrix are developed by Levin et. al., [9].
Gandarilla-Pérez et al., “Extension of Maxwell homogenization scheme for piezoelectric composites containing spheroidal inhomogeneities,” Int.
Dunn et. al., [4] gave an explicit form for Eshelby's tensor in terms of integral over a unit spheroid region to determine the coupled electromechanical properties of piezoelectric composites.
Recently, a study by Gandarilla et. al., [8] extended the classical Maxwell micromechanics model considering spheroidal piezoelectric inclusions aligned in parallel but randomly distributed.
The Eshelby tensor components for fiber inclusions in a transversely isotropic matrix are developed by Levin et. al., [9].
Gandarilla-Pérez et al., “Extension of Maxwell homogenization scheme for piezoelectric composites containing spheroidal inhomogeneities,” Int.
Online since: April 2005
Authors: Helmut Mehrer, Eugene M. Tanguep Njiokep
Kelly et al. [10] report Haven ratios in various binary oxide glasses as
functions of the oxide content.
Kitaoka and Ueno: Yogyo Kyokaishi Vol. 77 (1969), p. 88 [2] E.L.
Mehrer: to be published 10-23 10-21 10-19 10-17 12.5 13 13.5 14 14.5 15 800 750 700 Natrup und Bracht 28.6% CaO 14.3% Na2O Natrup et al. 42.9% CaO 0 & 4.6% Na2O Standard-Glas II 10.63% CaO 5.01%MgO 13.19% Na2O Standard-Glas I 7.22% CaO 6.24% MgO 14.52% Na2O Frischat et al. 10.7% CaO 15.5% Na2O T-1 / 10 -4 K-1 DCa / m 2 s-1 T / K Fig. 5b: Comparison of the 45Ca diffusivity in various soda-lime glasses
* 10-17 10-15 10-13 10-11 10 12 14 16 18 20 22 1000 800 700 600 500 Standard-Glas II 10.63% CaO (5.01% MgO) 13.19% Na2O Frischat et al. 10.7% CaO 15.5% Na2O Standard-Glas I 7.22% CaO (6.24% MgO) 14.52% Na2O Williams et al. 11.9% CaO 15.9% Na2O Terai et al. 9.96% CaO 19.96% Na2O T-1 / 10 -4 K-1 DNa / m 2 s-1 T / K Fig. 5a: Comparison of the 22Na diffusivity in various soda-lime glasses
Kitaoka and Ueno: Yogyo Kyokaishi Vol. 77 (1969), p. 88 [2] E.L.
Mehrer: to be published 10-23 10-21 10-19 10-17 12.5 13 13.5 14 14.5 15 800 750 700 Natrup und Bracht 28.6% CaO 14.3% Na2O Natrup et al. 42.9% CaO 0 & 4.6% Na2O Standard-Glas II 10.63% CaO 5.01%MgO 13.19% Na2O Standard-Glas I 7.22% CaO 6.24% MgO 14.52% Na2O Frischat et al. 10.7% CaO 15.5% Na2O T-1 / 10 -4 K-1 DCa / m 2 s-1 T / K Fig. 5b: Comparison of the 45Ca diffusivity in various soda-lime glasses
* 10-17 10-15 10-13 10-11 10 12 14 16 18 20 22 1000 800 700 600 500 Standard-Glas II 10.63% CaO (5.01% MgO) 13.19% Na2O Frischat et al. 10.7% CaO 15.5% Na2O Standard-Glas I 7.22% CaO (6.24% MgO) 14.52% Na2O Williams et al. 11.9% CaO 15.9% Na2O Terai et al. 9.96% CaO 19.96% Na2O T-1 / 10 -4 K-1 DNa / m 2 s-1 T / K Fig. 5a: Comparison of the 22Na diffusivity in various soda-lime glasses