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Online since: November 2015
Authors: Rakhi Narang, Manoj Saxena, Mridula Gupta, Upasana Upasana
Ak and Bk have been determined by applying the continuity equations for potential and its derivative at respective boundaries given as below:
and
where, i = 1, 2.....7 and k = 1, 2...7 and .
Table 1 Static performance parameters for p-n-i-n H-D TFET with varying LHfO2.
Vds = 1.0V and φm = 4.0 eV.
References [1] D.
Riel, Tunnel field-effect transistors as energy-efficient electronic switches, Nature. 479 (2011) 329-337
Table 1 Static performance parameters for p-n-i-n H-D TFET with varying LHfO2.
Vds = 1.0V and φm = 4.0 eV.
References [1] D.
Riel, Tunnel field-effect transistors as energy-efficient electronic switches, Nature. 479 (2011) 329-337
Online since: July 2015
Authors: Bernhard Wielage, Guntram Wagner, Jörg Martin, Thomas Gessner, Thomas Seider, Daniel Wett, Daisy Nestler
The highest values were obtained using the PI type 1.
A main feature is located at around 230 cm1.
A broad band is found in the range from 550 to 950 cm1 consisting of at least 3 peaks at around 640, 780 and 870 cm1.
References [1] H.
Pradhan, Microstructure charac terization of nanocrystalline Ni3C synthesized by high-energy ball milling, Journal of Alloys and Compounds 479 (2009) 193 [17] S.
A main feature is located at around 230 cm1.
A broad band is found in the range from 550 to 950 cm1 consisting of at least 3 peaks at around 640, 780 and 870 cm1.
References [1] H.
Pradhan, Microstructure charac terization of nanocrystalline Ni3C synthesized by high-energy ball milling, Journal of Alloys and Compounds 479 (2009) 193 [17] S.
Online since: December 2014
Authors: Xin Ping Mao, Ming Tu Ma, Guang Ying Li, Chang Xu Zhao
Wang X.D selected a middle carbon steel with 0.485C, 1.195Mn, 1.185Si, 0.98Ni, 0.21Nb to carry out P-T treating at.400oC and obtained an ultra high strength-ductility with TS³2000MPa, El³10% and TS×El³20GPa%, as shown in Fig.5[12].
References [1] H.
Xu, New processes for steel heat treatment, Heat Treatment, 22 (2007), 1:1-11 [9] T.Y.
Krauss, Observation of Deformation and Transformation Behavior of Retained Austenite in a 0.14C-1.2Si-1.5Mn Steel with Ferrite-Bainite-Austenite Structure , Mat.
Geerlofs etc, Bainite transformation of low carbon Mn–Si TRIP-assisted multiphase steels: influence of silicon content on cementite precipitation and austenite retention Materials Science and Engineering A273–275 (1999) 475–479 [24] A.
References [1] H.
Xu, New processes for steel heat treatment, Heat Treatment, 22 (2007), 1:1-11 [9] T.Y.
Krauss, Observation of Deformation and Transformation Behavior of Retained Austenite in a 0.14C-1.2Si-1.5Mn Steel with Ferrite-Bainite-Austenite Structure , Mat.
Geerlofs etc, Bainite transformation of low carbon Mn–Si TRIP-assisted multiphase steels: influence of silicon content on cementite precipitation and austenite retention Materials Science and Engineering A273–275 (1999) 475–479 [24] A.
Online since: August 2023
Authors: Olga Skorodumova, Svitlana Shvydka, Atabala M. Babayev, Anton Chernukha, Olena Tarakhno
Fig. 1.
The composition of the experimental compositions is given in Table 1.
Table 1.
References [1] B.
Emen, The use of sol-gel method for obtaining fire-resistant elastic coatings on cotton fabrics, Materials Science Forum, 1038 (2021) 468–479
The composition of the experimental compositions is given in Table 1.
Table 1.
References [1] B.
Emen, The use of sol-gel method for obtaining fire-resistant elastic coatings on cotton fabrics, Materials Science Forum, 1038 (2021) 468–479
Online since: October 2012
Authors: Zhi Wei Chen, You Lin Xu, Kai Yuen Wong
Fig. 1 shows the wheel-set loading distribution of type-1 train in the annual train spectrum based on the measurement data.
Table 1.
Annual train spectrum of Tsing Ma Bridge Tracks Train types Gross weight (tons) Number of trains per annum Total annual tonnage (tons 106) Proportion of total trains 1 1 334 18980 6.34 0.235 2 332 60225 20.00 0.747 3 326 2555 0.48 0.031 Total 80665 26.80 1.0 2 4 338 18980 6.42 0.232 5 330 60225 19.87 0.737 6 314 1460 0.46 0.018 Total 81760 27.12 1.0 Fig. 1.
References [1] ASCE.
Wind and Structures- An International Journal, 12(6): 479-504 (2009)
Table 1.
Annual train spectrum of Tsing Ma Bridge Tracks Train types Gross weight (tons) Number of trains per annum Total annual tonnage (tons 106) Proportion of total trains 1 1 334 18980 6.34 0.235 2 332 60225 20.00 0.747 3 326 2555 0.48 0.031 Total 80665 26.80 1.0 2 4 338 18980 6.42 0.232 5 330 60225 19.87 0.737 6 314 1460 0.46 0.018 Total 81760 27.12 1.0 Fig. 1.
References [1] ASCE.
Wind and Structures- An International Journal, 12(6): 479-504 (2009)
Online since: July 2024
Authors: Andre Jhoel Lamas Chavez, Alvaro Fabrizio Aliaga Guevara, Pablo Jhoel Peña Torres
Table 1.
Fig. 1.
Parameters f'c (Гm) f’t (Гm) Ec (Гm) α 1 if Γm ≤0.2 (1.3 - 1.5Γm) if 0.20<Γm<0.40 1-Γm 1-0.65Γm β 0.06(1-0.80Γm) 0.12(1-0.80Γm) 0.10(1-0.80Γm) Note.
References [1] Xie, T., & Tam, W.
Residual compressive stress-strain relation of recycled aggregate concrete after exposure to high temperatures. 18(3), pp. 479- 486
Fig. 1.
Parameters f'c (Гm) f’t (Гm) Ec (Гm) α 1 if Γm ≤0.2 (1.3 - 1.5Γm) if 0.20<Γm<0.40 1-Γm 1-0.65Γm β 0.06(1-0.80Γm) 0.12(1-0.80Γm) 0.10(1-0.80Γm) Note.
References [1] Xie, T., & Tam, W.
Residual compressive stress-strain relation of recycled aggregate concrete after exposure to high temperatures. 18(3), pp. 479- 486
Online since: February 2012
Authors: You Sheng Xu, Wang Jun Feng, Gong Wei Wu
Figure 1.Schematic diagram of an SOFC based on Ref citeYakabe1.
The following conclusions can be drawn from the results: 1.
References [1]H.Yakabe, M.Hishinuma, and I.Yasuda, J.
[20]Y.H.Qian,D.d’Humières,P.Lallemand, Europhys.Lett.17(1992)479
[47]Z.Guo,T.S.Zhao,Numer.Heat Transfer B 47(2004)1
The following conclusions can be drawn from the results: 1.
References [1]H.Yakabe, M.Hishinuma, and I.Yasuda, J.
[20]Y.H.Qian,D.d’Humières,P.Lallemand, Europhys.Lett.17(1992)479
[47]Z.Guo,T.S.Zhao,Numer.Heat Transfer B 47(2004)1
Online since: August 2014
Authors: Iveta Marková, Milan Marcinek
WORKING EFFECTIVENESS OF HYDRAULIC RESCUE EQUIPMENTS FOR FIREFIGHTERS
Milan Marcinek1, a, Iveta Marková2,b
1Academy of the Police Force in Bratislava, Sklabinská 1, 835 17 Bratislava 35, Slovakia
2Department of Environment, Faculty of Nature Sciences, Matej Bel University, Tajovského 40, 479 01 Banská Bystrica
aemail: ing.marcinek@gmail.com, bemail, iveta.markova@umb.sk
Keywords: Hydraulic extrication tool, hydraulic spreader/expander, hydraulic cutter, hydraulic elevating ram jacks, power unit, emergency situation, material and technical equipage.
Fig. 1.
Table 1 Technical data of power units.
References [1] MARKOVÁ, I. et al.: Protection of persons and property against fire.
No. 1, p. 129-144
Fig. 1.
Table 1 Technical data of power units.
References [1] MARKOVÁ, I. et al.: Protection of persons and property against fire.
No. 1, p. 129-144