Sort by:
Publication Type:
Open access:
Publication Date:
Periodicals:
Search results
Online since: July 2016
Authors: F. Lourdjane, Z. Chaieb, M. Kadi-Hanifi, Azzeddine Abderrahmane Raho
Age Hardening and Accompanying Transformations of the
Al-Ag and Al-Cu-Mg Supersaturated Solid Solutions
by F.Lourdjanea, Z.Chaiebb, A.Rahoc, M.Kadi-Hanifid
Laboratoire ‘Solutions solides’, Faculté de Physique, USTHB, BP 32 El-Alia,
Babezzouar, Alger, Algérie
aLourdjane_Faiza@yahoo.fr, b hamzazoubir@yahoo.fr, c raho_azzeddine@yahoo.fr,
d mkadihanifi@yahoo.fr
Keywords: GP zones, GPB zones, precipitation, metastable phase, hardness isotherm, hardness isochronal.
The development of the transition metastable phases and the accompanying hardening of these transformations are studied for Al-20wt%Ag and Al-3wt%Cu-1wt%Mg supersaturated solid solutions.
Experimental methods The samples Al-20wt%Ag and Al-3wt%Cu-1wt%Mg were prepared by melting pure elements (purity 99.99%) in vacuum at 10-4 torr, homogenizing at 520°C and water quenching (23°C).
The development of the transition metastable phases and the accompanying hardening of these transformations are studied for Al-20wt%Ag and Al-3wt%Cu-1wt%Mg supersaturated solid solutions.
Experimental methods The samples Al-20wt%Ag and Al-3wt%Cu-1wt%Mg were prepared by melting pure elements (purity 99.99%) in vacuum at 10-4 torr, homogenizing at 520°C and water quenching (23°C).
Online since: September 2020
Authors: Ahmed Eisa, Mohammad Al-Sayah, Amani Al-Othman, Muhammad Tawalbeh
Al-Othman, P.
Al-Othman, Y.
Al-Othman, P.
El Sayed, M.
El-Sakhawy, M.A.
Al-Othman, Y.
Al-Othman, P.
El Sayed, M.
El-Sakhawy, M.A.
Online since: April 2010
Authors: Hong Liang Sun, De Gui Zhu, Shuang Quan Guo, Hui Yi Tang
Iseki, et al: J.
El-Raghy, et al.: Acta Mater.
El-Raghy, et al.: Acta Materialia Vol.50(2002), p.1297
El-Raghy, et al.: J.
El-Raghy, S.M.
El-Raghy, et al.: Acta Mater.
El-Raghy, et al.: Acta Materialia Vol.50(2002), p.1297
El-Raghy, et al.: J.
El-Raghy, S.M.
Online since: December 2010
Authors: Feng Sun, Lan Ting Zhang, Ai Dang Shan, Rong Chun Wan
The main way to reduce Mo content of fire-resistant steel is that by adding multiple of alloy elements (Cu, Nb, V, Ni, Ti, Al, B, RE, and so on).
Journal of Constructional Steel Research, Vol. 50 (1999) p.223-233 [2] LinHai Han, XiaoLing Zhao, M.ASCE.et.al.
Structural Engineers, (2002) p. 11-16 [5] Hiroshi Fujino, Kiyoshi Hitomi, Junji hashimoto, at.el.
Kamat, at.el.
Kamat, at.el.
Journal of Constructional Steel Research, Vol. 50 (1999) p.223-233 [2] LinHai Han, XiaoLing Zhao, M.ASCE.et.al.
Structural Engineers, (2002) p. 11-16 [5] Hiroshi Fujino, Kiyoshi Hitomi, Junji hashimoto, at.el.
Kamat, at.el.
Kamat, at.el.
Online since: August 2020
Authors: Ahmed Hassan El Shazly, Hesham Ibrahim Elqady, Marwa Farouk El-Kady, Abdallah Yousef Mohammed Ali, Kholoud Madih, Essam Hares
El-Shazly1,3,b, M.F.
El-Kady1,4,c, Abdallah Y.M.
Sayed et al., “Direct urea fuel cells: Challenges and opportunities,” J.
Mirzaei et al., “Electrochemical oxidation of urea on nickel-rhodium nanoparticles/carbon composites,” Electrochim.
El-Shazly, H.
El-Kady1,4,c, Abdallah Y.M.
Sayed et al., “Direct urea fuel cells: Challenges and opportunities,” J.
Mirzaei et al., “Electrochemical oxidation of urea on nickel-rhodium nanoparticles/carbon composites,” Electrochim.
El-Shazly, H.
Online since: March 2025
Authors: Chuan Yin, Meng Wang
Figure 9(b) shows the EL spectra of the prepared near-infrared LED under different forward driving voltages, and the EL emission intensity increases with the increase of driving voltage.
[2] WANG Y, GUI Q F, WANG P, et al.
[3] GAO Z R, LYU P, XU C F, et al.
[4] FANG C, YANG J k, ZHOU G J, et al.
[9] CHEN B, GUO Y, WANG Y, et al.
[2] WANG Y, GUI Q F, WANG P, et al.
[3] GAO Z R, LYU P, XU C F, et al.
[4] FANG C, YANG J k, ZHOU G J, et al.
[9] CHEN B, GUO Y, WANG Y, et al.
Online since: September 2011
Authors: Wang Teng
The Gap elements are located at elevations: EL.10.50m, EL.4.50m, EL.-12.50m, EL.-31.50m, EL.-51.50m and EL.-68.05m.
[3] YANG Shu geng , TENG Ming2qing , MENG Zhaoying , et al.
[3] YANG Shu geng , TENG Ming2qing , MENG Zhaoying , et al.
Online since: December 2010
Authors: S.H. Lo, Hing Ho Tsang, Wei Xiong, Shou Ping Shang, Hai Dong Wang, Fang Yuan Zhou
a) Consolidation pressure 50 kPa, El Centro Amplitude 0.2 g
b) Consolidation pressure 100 kPa, El Centro Amplitude 0.2 g
c) Consolidation pressure 50 kPa, El Centro Amplitude 0.3 g
d) Consolidation pressure 100 kPa, El Centro Amplitude 0.3 g
e) Consolidation pressure 50 kPa, El Centro Amplitude 0.4 g
f) Consolidation pressure 100 kPa, El Centro Amplitude 0.4 g
Figure 4.
Shang et al: J.
Shang et al: J.
Online since: March 2017
Authors: Yasmine Abd El-Mohsen Ahmed El-Taybany, Mohab Hossam, Hassan El-Hofy
Ultrasonic-Assisted Milling of Hard-to-Cut Materials:
Development and a Framework for Further Investigations
Yasmine El-Taybany1,a, Mohab Hossam1,2,b, and Hassan El-Hofy1,c
1 Department of Industrial Engineering and Systems Management, School of Innovative Design Engineering, Egypt-Japan University of Science and Technology, P.O.
Jian Hua et al. [12] compared the effect of superimposing ultrasonic vibration during micro end grinding (UAMEG) and conventional micro end grinding of silica glass.
Cong et al. [16] applied UAM for drilling Carbon fiber reinforced plastic composites and reported higher cutting temperatures at higher ultrasonic power and feed rate.
Ding et al. [6] reported that, in comparison to CM, the application of UAM during face milling of SiC leads to a significant reduction of grinding forces.
In a further work, Cong et al. [20] used cutting fluid and cold air for carbon fiber-reinforced plastic using metal-bonded diamond core drills.
Jian Hua et al. [12] compared the effect of superimposing ultrasonic vibration during micro end grinding (UAMEG) and conventional micro end grinding of silica glass.
Cong et al. [16] applied UAM for drilling Carbon fiber reinforced plastic composites and reported higher cutting temperatures at higher ultrasonic power and feed rate.
Ding et al. [6] reported that, in comparison to CM, the application of UAM during face milling of SiC leads to a significant reduction of grinding forces.
In a further work, Cong et al. [20] used cutting fluid and cold air for carbon fiber-reinforced plastic using metal-bonded diamond core drills.
Online since: June 2014
Authors: Mohamad Al Ali
Compressed Thin-Walled Cold-Formed Steel Members
with Closed Cross-Sections
Mohamad Al Ali1,a*
1 Technical University of Košice, Faculty of Civil Engineering, Vysokoškolská 4, Košice, Slovakia
a mohamad.alali@tuke.sk
Keywords: thin-walled profiles, cold-formed profiles, initial imperfections, experimental research
Abstract.
Table 4 Theoretical and experimental limit loads; cross-sectional group B Member Npl,STN Npl,EN Nul,el,STN Nul,el,EN Nu,y,STN Nu,y,EN Nu,z,STN Nu,z,EN Nu,exp [kN] B11 257.27 254.62 217.26 187.42 217.26 187.42 217.26 187.42 159.45 B12 258.02 255.36 217.45 187.51 217.45 187.51 217.45 187.51 165.83 B13 258.19 255.55 216.69 186.66 216.69 186.66 216.69 186.66 158.39 B21 312.08 309.40 229.30 194.45 229.30 194.45 229.30 194.45 171.15 B22 309.28 306.62 226.30 191.76 226.30 191.76 226.30 191.76 173.27 B23 316.63 313.93 234.79 200.55 234.79 200.55 234.79 200.55 164.77 B31 355.59 352.96 234.82 201.00 234.82 201.00 234.82 201.00 195.59 B32 356.61 353.97 235.94 201.98 235.94 201.98 235.94 201.98 184.97 B33 363.52 360.86 243.57 208.89 243.57 208.89 243.57 208.89 204.10 Fig. 4 Test members of cross-sectional group B; comparison of limit loads Conclusion Ø From Table 4 and Figure 4 it is evident that the theoretical limit loads, calculated according to the relevant standards are different.
Al Ali et al.: Analysis of the resistance of thin-walled cold-formed compressed steel members with closed cross-sections, Part 1: Magazine of Civil Engineering, No 5/2013, p. 38-43
Al Ali, M.
Table 4 Theoretical and experimental limit loads; cross-sectional group B Member Npl,STN Npl,EN Nul,el,STN Nul,el,EN Nu,y,STN Nu,y,EN Nu,z,STN Nu,z,EN Nu,exp [kN] B11 257.27 254.62 217.26 187.42 217.26 187.42 217.26 187.42 159.45 B12 258.02 255.36 217.45 187.51 217.45 187.51 217.45 187.51 165.83 B13 258.19 255.55 216.69 186.66 216.69 186.66 216.69 186.66 158.39 B21 312.08 309.40 229.30 194.45 229.30 194.45 229.30 194.45 171.15 B22 309.28 306.62 226.30 191.76 226.30 191.76 226.30 191.76 173.27 B23 316.63 313.93 234.79 200.55 234.79 200.55 234.79 200.55 164.77 B31 355.59 352.96 234.82 201.00 234.82 201.00 234.82 201.00 195.59 B32 356.61 353.97 235.94 201.98 235.94 201.98 235.94 201.98 184.97 B33 363.52 360.86 243.57 208.89 243.57 208.89 243.57 208.89 204.10 Fig. 4 Test members of cross-sectional group B; comparison of limit loads Conclusion Ø From Table 4 and Figure 4 it is evident that the theoretical limit loads, calculated according to the relevant standards are different.
Al Ali et al.: Analysis of the resistance of thin-walled cold-formed compressed steel members with closed cross-sections, Part 1: Magazine of Civil Engineering, No 5/2013, p. 38-43
Al Ali, M.