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Online since: April 2010
Authors: Luiz Henrique de Almeida, Dílson Silva dos Santos, A.F. Ribeiro, T.S.A. Rosa
Al and Ti are also present in minor amounts.
Superalloy 718 is age-hardened by combined precipitation of fine γ'' (a meta stable intermetallic compound Ni3Nb, tetragonal centered crystal) and, of with minor contribution, of γ' (intermetallic compound Ni3(Ti,Al), simple cubic crystal) phases in an austenitic matrix γ (face centered cubic).
These particles are considered irreversible traps of hydrogen with an activation energy 1 I�CO�EL is a trademark of Inco Alloys International, Inc., Huntington, WV.
Table 1 - Chemical composition of superalloy used in present work 718 (wt %) C Mn P S Si Cr �i Al Mo Cu �b Ta Ti Co B Fe 0.04 0.6 .007 .0003 0.8 18.51 52.81 .55 2.93 .02 5.08 .02 1.00 .11 .002 18.64 For TPD analysis, 1mm plates in as-received conditions were cold rolled to 0.12 mm.
Online since: April 2014
Authors: Wirunya Keawwattana, Tutchawan Siriyong, Chaiyan Boonyuen, Chompunuch Warakulwit
Al-Hartomy, A.A.
Al-Ghamdi, F.
Al-Salamy, N.
El-Tantawy: J.
Online since: December 2013
Authors: You Yin, Hui Zhang, Sumio Hosaka, Takashi Akahane, Miftakhul Huda Huda, Takuya Komori
., 3Human Resources Cultivation Center, Gunma University. 1-5-1 Tenjin, Kiryu 376-8515, Japan * hosaka@el.gunma-u.ac.jp Keywords: Nanodot, self-assembly, electron-beam drawing, graphoepitaxy, patterned media, magnetic recording.
Bita et al. addressed this issue by proposing the graphoepitaxy of self-assembled block copolymers (BCPs) using two-dimensional periodic-patterned templates [1].
In these technologies, Sakurai et al. [2], Black [3], and Kitano et al. [4] proposed an alternative guide-line template for self-assembly.
Online since: June 2014
Authors: Kasama Jarukumjorn, Rapisa Jarapanyacheep
Elzubair et al. [12] also reported that alkali treatment improved flexural properties of piassava fiber/rHDPE composites.
Stark et al. [17] also found that flammability of wood flour/HDPE increased with increasing wood flour content.
Elzubair et al. [12] also observed that alkali treatment improved the compatibility of piassava fiber/rHDPE composites.
El-Zawawy, M.
Online since: November 2018
Authors: Visvaldis Švinka, Oskars Leščinskis, Ruta Švinka
The bands at the wavenumbers 470 and 1000 cm-1 corresponded to the Si–O–Si vibrations, whereas the band at the wavenumber 530 cm-1 corresponded to Si–O–Al bending vibrations [8,9].
The band at 918 cm-1 is from the Al–O–Al vibrations [10,11].
Zouhri Abderrazak, El Albani,  N.
Online since: February 2019
Authors: Takeshi Nishiwaki, Toshiro Amaishi, Hideo Tsutamori, Takaaki Kimoto
Barlat et al. [2] introduced Yld2000-2d, which considers stresses and r-values based on uniaxial tension test results in three directions, equi-biaxial stress and its strain increment ratio.
Vegter et al. [3] proposed a plane stress yield function based on interpolation by second order Bézier curves.
Tsutamori el al. [4, 5] have proposed a plane stress yield function using third order Bézier curves, which connects uniaxial stress states and equi-biaxial stress states.
Online since: November 2021
Authors: Genadijs Sahmenko, Aleksandrs Korjakins, Elvija Namsone
., M.S.Tang, A.Al-Tabbaa, MgO expansive cement and concrete in China: Past, present and future, Cem.
Bull. 28 (10) (2019) 7655-7660 [7] M.Liska, L.J.Vandeperre, A.Al-Tabbaa, Influence of carbonation on the properties of reactive magnesia cement-based pressed masonry units, ICE J.
Sci. 30 (2007) 239-246 [12] A.M.Kandeel, M.S.El-Mahllawy, H.A.Hassan, W.H.Sufe, S.R.Zeedan, Effect of type of mixing water and sand on the physico-mechanical properties of magnesia cement masonry units, HBRC Journal 8 (2012) 8-13 [13] U.
Nasonova et al., Magnesium binder with the micro-silica additive, Proc.
Online since: August 2013
Authors: Hadi Khabbaz, Reza Afshar-Mazandaran
Farzaneh et al (2010) introduced a rigorous bearing capacity analysis based on the upper bound state theorem, using a log-spiral surface algorithm.
Farzaneh et al [2] introduced the rotational-translational slip surfaces in the upper bound method of limit analysis.
Massih et al [3] studied the bearing capacity of strip footing resting on a two-layer foundation soil sand/clay by a kinematical approach in limit analysis.
Sloan et al [5] presented a rigorous solution for the ultimate bearing capacity by employing the finite element method in conjunction with the upper and lower bound limit theorems of classical plasticity.
El-Hecham: Bearing Capacity of Eccentrically and/or Obliquely Loaded Strip Footing over Two-Layer Foundation Soil by a Kinematical Approach.
Online since: September 2013
Authors: Olubunmi Tolulope Popoola, Abraham A. Asere
[5] Book: El-Mahallawy, Fawzyl and Habik, Saad El-Din.
[15] Journal: Zhang, H., et al., et al.
[17] Journal: Arena, U., et al., et al. 1992,Fine Particle Emissions During Fluidized Bed Combustion of Coal and Waste-Derived Fuels.
J., et al.,.1993, Effect of Carbon Conversion and Bed Temperature.
Online since: April 2007
Authors: Semen Kornienko, Andriy Gusak, G.V. Lutsenko
Role of Nonequilibrium Vacancies in Spinodal Decomposition According to the classic theory of spinodal decomposition, the period of lamellar structure is determined by intensity of non-local interactions, treated as squared gradient term in the density of Gibbs free energy ( ) ( )( ) ∫ ∇Ω++ Ω = 2 CKgCg dV G el .
Taking into account of gradient and elastic energy, as well as redistribution of vacancies, one has: V V AA B el B ABA C C DC CK C g LCj ∇+        ∇Ω−+ ∂ ∂ ∇=Ω * 2 2~µ , ,2~ * 2 V V BB B el B BA B C C DC CK C g LCj ∇+        ∇Ω−+ ∂ ∂ ∇−=Ω µ (25) ( ) uC C DCDC CK C g LCLCj V V BBAA ei ABBA V =∇ + −      ∇Ω−+ ∂ ∂ ∇−=Ω * * 2 2~µ - lattice shift velocity
Erdonmez, et al, Science Vol.304 (2004), p.711
Showing 5471 to 5480 of 9913 items