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A Comparative Study of Microstructure, Coefficient of Friction and Wear Rate of Alloy Ni-Cr-B-Si-C-W
Online since: January 2021
Authors: Mohammed Seyf Eddine Bougoffa, Mohamed Nabil Bachirbey, Chahrazed Benouali, Tahar Sayah
A Comparative Study of Microstructure, Coefficient of Friction and Wear Rate of Alloy Ni-Cr-B-Si-C-W
BACHIRBEY Mohamed Nabil1,a*, Bougoffa Mohammed Seyf Eddine1,b, BENOUALI Chahrazed1,c, and SAYAH Tahar1, d
1Laboratoire de Science et Génie des Matériaux, Faculté de Génie Mécanique et Procédés
U.S.T.H.B, B.P. 32 El Alia, Bab Ezzouar, Alger 16111, Algeria
anbachirbey@usthb.dz,bmbougoffa@usthb.dz,ccbenouali@usthb.dzanddsayahtahardz@yahoo.fr
*Corresponding author.
References [1] Yanliang Yi, et al, Effect of normal load on two-body abrasive wear of an Fe-B-Cr-C based alloy with minor Cu and Ni additions, wear.
References [1] Yanliang Yi, et al, Effect of normal load on two-body abrasive wear of an Fe-B-Cr-C based alloy with minor Cu and Ni additions, wear.
Online since: November 2016
Authors: David Piot, N. Matougui, M.L. Fares, Frank Montheillet
The shear modulus of nickel at 800 °C has been estimated as µ= 50400 MPa using data available in the literature [2], with b = 0.25 nm, the fitting procedure was performed using a classical least mean square method over a strain interval [ee, eL].
Piot et al., Modeling grain boundary mobility during dynamic recrystallization of metallic alloys, Mater.
Piot et al., Modeling grain boundary mobility during dynamic recrystallization of metallic alloys, Mater.
Online since: December 2012
Authors: Feng Lei Huang, Hai Jun Wu, Wei Yao
Reinhardt et al. [13] studied concrete material properties under low impact loading by means of the split Hopkinson bar method which was designed for uniaxial tensile loading.
Li et al. [15] designed a new kind of specimen to research the relationship of the loading rate and the dynamic bond strength of the interface between steel bar and cement mortar.
Wu et al. [16] investigated the dynamic bond strength of the interface between steel rebar and concrete by using the push-out method in a modified numerical SHPB system.
El-Badry, 1996, pp. 11-14
Huang, et al, Numerical simulation about dynamic bond-slip between reinforcing steel bar and concrete, DYMAT, (2009) 1669-1676.
Li et al. [15] designed a new kind of specimen to research the relationship of the loading rate and the dynamic bond strength of the interface between steel bar and cement mortar.
Wu et al. [16] investigated the dynamic bond strength of the interface between steel rebar and concrete by using the push-out method in a modified numerical SHPB system.
El-Badry, 1996, pp. 11-14
Huang, et al, Numerical simulation about dynamic bond-slip between reinforcing steel bar and concrete, DYMAT, (2009) 1669-1676.
Online since: November 2020
Authors: Oluwagbenga Abiola Olawuni, Akinbiyi Ayomikusibe John, Samuel Olatunde Dahunsi, Oludare Johnson Odejobi
The evaluation of biogas generation from the digestion and co-digestion of animal waste, food waste, and fruit waste was investigated by Otun et al. [18].
This result is in agreement with the study by Alfa et al. [13] in which the optimum biogas production was obtained between the pH of 6.6 and 7.8 for the digestion of cow dung.
This trend is similar to the study by Otun et al. [18] that reported pH range between 6.9 and 7.15 for co-digestion of poultry droppings and cow dung.
Wall, et al.
El-Mashad, G.
This result is in agreement with the study by Alfa et al. [13] in which the optimum biogas production was obtained between the pH of 6.6 and 7.8 for the digestion of cow dung.
This trend is similar to the study by Otun et al. [18] that reported pH range between 6.9 and 7.15 for co-digestion of poultry droppings and cow dung.
Wall, et al.
El-Mashad, G.
Online since: July 2021
Authors: José Alberto Luna-López, Xochitl Aleyda Morán Martínez, Alberto Apreza Sies, Álvaro David Hernández-de La Luz, Haydee Patricia Martinez Hernández
S. et. al. used a CFD simulation to optimize the deposition parameters of diamond films in HFCVD reactor, the temperature, pressure, and distance between the filament and the the susceptor were considered [10].
B. et. al. investigate the role of fluid flow and heat transfer from the filament to the substrate in determining the quality of diamond growth [11].
Luo et. al. study a new CVD reactor geometry to deposit uniform films on large area substrates at atmospheric pressure [12].
The species profiles depicted in the figures 12 and 13 have already been reported by Meeks et al. [20] for a model used to study a non-stoichiometric silicon oxide, besides Abrefah et al. [21,22] reported the chemical reaction of atomic hydrogen with silicon oxide to generate the SiH4, Si+, SiH2+ and SiH3+ species.
El-badrawi, E.
B. et. al. investigate the role of fluid flow and heat transfer from the filament to the substrate in determining the quality of diamond growth [11].
Luo et. al. study a new CVD reactor geometry to deposit uniform films on large area substrates at atmospheric pressure [12].
The species profiles depicted in the figures 12 and 13 have already been reported by Meeks et al. [20] for a model used to study a non-stoichiometric silicon oxide, besides Abrefah et al. [21,22] reported the chemical reaction of atomic hydrogen with silicon oxide to generate the SiH4, Si+, SiH2+ and SiH3+ species.
El-badrawi, E.
Online since: September 2011
Authors: Guo Qiang Li, Su Wen Chen, Wen Long Shi, Bo Hu
Lan et al. [12] developed the finite element model of foundation, but solid modeling for surrounding soil would consume a lot of time for computing.
Lan et al. [12] studied the anti-ram performance of shallow footing anti-ram bollards with a footing of only 127-mm depth using LS-DYNA.
Dawson et al. [13] designed a π-type footing for anti-ram bollards.
Liu et al. [14] simulated a special site condition that soil and concrete path are in front of and behind bollard foundation, respectively.
El-Tawil, E.
Lan et al. [12] studied the anti-ram performance of shallow footing anti-ram bollards with a footing of only 127-mm depth using LS-DYNA.
Dawson et al. [13] designed a π-type footing for anti-ram bollards.
Liu et al. [14] simulated a special site condition that soil and concrete path are in front of and behind bollard foundation, respectively.
El-Tawil, E.
Online since: August 2013
Authors: Pierre Ricco, Stanislav Hahn
Spanwise wall oscillations have experienced
a growing interest since first studied by Jung et al. [1].
Their time dependent wall forcing, w=Wsin (2πt/T), inspired Viotti et al. [2] to convert the unsteady motion into a steady streamwisedependent forcing, i.e. w=W sin (2πx/λ).
Rotation rates of up to O(104) required for flight-conditions outlined above are achieveable by micromachined air turbines developed by Frechette et al. [16].
This is in line with the works by Willis et al. [17] and Sharma et al. [18], which indicate that a near-wall body-force controller is most potent when acting on low-wavenumber structures.
Gad-el Hak.
Their time dependent wall forcing, w=Wsin (2πt/T), inspired Viotti et al. [2] to convert the unsteady motion into a steady streamwisedependent forcing, i.e. w=W sin (2πx/λ).
Rotation rates of up to O(104) required for flight-conditions outlined above are achieveable by micromachined air turbines developed by Frechette et al. [16].
This is in line with the works by Willis et al. [17] and Sharma et al. [18], which indicate that a near-wall body-force controller is most potent when acting on low-wavenumber structures.
Gad-el Hak.