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Arco1,d 1Institute of Chemistry, University of the Philippines, Diliman, Quezon City 1101, Philippines 2School of Chemical, Biological and Materials Engineering and Sciences, Mapua University, Manila, Philippines ajonathan.patricio@upd.edu.ph, bprinz_jr21@yahoo.com, cmenandro.marquez@gmail.com, dsdarco@up.edu.ph Keywords: graphene oxide; polyacrylonitrile; ionic liquid; electrospinning; EDLC; supercapacitor Abstract.
The contributions of the Sustainable Electronics Materials Group and the Laboratory of Electrochemical Engineering, University of the Philippines Diliman are also acknowledged.
ACS Applied Materials and Interfaces (2016), 8, 4724-4729
Journal of Power Sources (2017), 342, 872-878
Material Sci.

Kim, Continuous Casting and Rolling for Aluminum Alloy Wire and Rod, Materials Science Forum, 638-642(2010)255-260
Jabłoński, Effect of Iron Addition to Aluminium on the Structure and Properties of Wires Used for Electrical Purposes, Materials Science Forum, 690(2011)459-462
Gold, Solidification Conditions and Microstructure in Continuously Cast Aluminum, JOURNAL OF METALS, 34(1982)28–34
Miyake, Fabrication of Aluminum Alloy Rods Using a Single Wheel Caster with Rotating Side Dam Plates and Pool-Less Pouring, Key Engineering Materials, 792(2018)35-40
Nishida, Casting of Thin Bare Wire Using Wheel Caster Equipped with Rotating Side-Dam Plates, Key Engineering Materials 846(2020)152-156.

This application can be extended with the increase in the altitude, radius of action, velocity and autonomy duration by using compatible physical components such as the engineering material, power resource, vision-based navigation components, etc.
Acknowledgment The authors would like to thank the supports from the Ministry of Science and Technology of Vietnam for the next development phase of our potential scientific research project, and the National Foundation for Sciences and Technology Development (NAFOSTED).
References [1] Xun G., Zhicheng H., et al., Backstepping Sliding Mode Attitude Control of Quad-rotor with Adaptive Algorithm, 2nd International Conference on Materials, Mechatronics and Automation, Lecture Notes in Information Technology, Vol.15, ISBN 978-1-61275-015-6, ISSN: 2070-1918, ©2012 IERI, (2012), pp. 410-415
[3] Yingcai B., Haibin D., Implementation of autonomous visual tracking and landing for a low-cost quadrotor, Optik - International Journal for Light and Electron Optics, ISSN: 0030-4026, Volume 124, Issue 18, (2013), pp. 3296-3300
P. et al., Research, design, construct and deploy a micro-unmanned aerial vehile for flying autonomously with desired trajectories, Final report of potential research project, funded by the State, code: KC03.TN03/11-15, Hanoi University of Science and Technology, Vietnam (2013)

Ignore material and real shape, the bearing is converted to elastic connection. 1.
The material is defined as neoprene material, so the height should apply the thickness of neoprene. 2.
Elastomeric pad bearing is not homogeneous materials，so it is difficult to simulate.
Acknowledgement The research of this paper is supported by the Beijing Natural Science Foundation with an award numbered 8122030.
Journal of Structural Engineering 2000;126(2): 252–60

Materials and Methods Materials: Reclaimed asphalt pavements: The reclaimed asphalt pavement (RAP) used in this study was obtained from North Bank (lies between latitude: 7o35' - 7o53'N and longitude: 8o24' - 8o42' E) in Makurdi, Benue State, Nigeria.
The coefficient of uniformity, Cu in the range 0 – ∞ and coefficient of grading, Cz in the range 0 – ∞, and falls under the AASHTO classification in the range A-4 (silty materials) to A-1-b (granular materials).
Materials Information Report MI-137, Engineering Materials Office, Ontario Ministry of Transportation, Downsview, Ontario, 1989
Miles, Guidelines for Use of RAP, Materials Operational Memorandum, No. 13, November 2006
Bhagavanulu, Development of biomass ash filters for high temperature applications, International Symposium of Research Students on Materials Science and Engineering December 20-22, 2004, Chennai, India

Material properties of H-shape steel and steel bar are shown in Table 2.
Since the beam flange didn't yield, the material strength was not fully used.
Journal of Building Structure, 24, 31-35 (in Chinese)
Journal of Engineering Mechanics,20,65-69(in Chinese)
Journal of Constructional Steel Research, 31, 3-30.

Compared to the other manufacturing methods such as the micro EDM, the laser machining, the E-beam machining, the ultrasonic machining, the micro-mechanical cutting provides the better flexibility in applying to a variety of material and complicated feature manufactures.
z XY axis drive AE sensor Spindle Z axis driveZ axis drive Fig.2 Schematic of the experimental set-up for tool condition monitoring in micro milling Result and Discussion Tool wear test was conducted with the cutting condition, workpiece material, and tool parameters shown in Table 1 and Table 2.
Table 1 Material and cutting condition for the test SK2 steel Workpiece 0.4, 0.8 0.2 50000, 60000 Feed Rate (μm/rev ) Depth of Cut (mm) Spindle speed (rpm) SK2 steel Workpiece 0.4, 0.8 0.2 50000, 60000 Feed Rate (μm/rev ) Depth of Cut (mm) Spindle speed (rpm) Table 2 Parameters for the cutting tool 38 1.4 45o 2 WC ψ700 Total length (mm) Effective length (mm) Helix angle Num. of flute Tool Diameter (μμμμm) 38 1.4 45o 2 WC ψ700 Total length (mm) Effective length (mm) Helix angle Num. of flute Tool Diameter (μμμμm) 0.04mm 1 cut 5 cut 0.008mm (a) (b) Fig. 3 Tool wear level (a) after 1 st cut (b) after 5 th cut 0 1 0.8 0.4 0.2 Amplitude (V) 0 -5 5 0.6 0 1 0.8 0.4 0.2 Amplitude (V) 0 -5 5 0.6 Time (sec) First Cut Fifth Cut 0 1 0.8 0.4 0.2 Amplitude (V) 0 -5 5 0.6 0 1 0.8 0.4 0.2 Amplitude (V) 0 -5 5 0.6 Time (sec) First Cut Fifth Cut 0 1 0.8 0.4 0.2 Amplitude
Journal of Engineering for Industry Vol.110 (1988), p.137
Kannatey-Asibu Jr.: International Journal of Mechanical Sciences, Vol.31 (1989), p.795

This degradation originates from the amplitude of the magnetostriction of the material.
Acknowledgment This research was supported by the Japan Science and Technology Agency (JST)/Oita Prefecture Collaboration of Regional Entities for the Advancement of Technological Excellence.
Enokizono: Two-Dimensional Magnetic Properties, Journal of IEE of Japan, Vol.
Yuki: Constitutive Equation of Magnetic Materials and Magnetic Field Analysis, IEEE Trans on Magnetics, Vol.
Enokizono: Investigation of Measured Distribution of Local Vector Magnetic Properties in a Three-Phase Induction Motor Model Core, Journal of Electrical Engineering, Vol. 61, N0. 7/6, pp.115-18 (2010)

Fig.2 Arrangement of the piles Material properties The properties of the foundation, the cushion, the piles and the soil are all summarized in Table. 1.
In the simulation, the material properties of the pile cap, the piles and the soil take the values listed in Table. 1.
Acknowledgements This work was financially supported by the Natural Science Foundation of China(50978235) References [1] Fenyong Liu, Xiaobin Yan, Xue Liu.
Chinese Journal of Geotechnical Engineering Vol.25(1)(2003), p.71-75 (in Chinese) [2] Dequan Zhou, Keneng Zhang, Hongli Liu.
Journal of Building Structure Vol. 25(3) (2004), p.125-129(in Chinese) [4] Haitao Liu, Yuxin Xie, Gong Cheng, et.al.

Table 1 Details of specimens Specimen number Longitudinal reinforcement transverse reinforcement Reinforcement ρ [%] Type Diameter[mm] Spacing[mm] λvd λvt ρv [%] NA-100(10) 1220 1.05 A 10 100 0.22 0.16 1.16 NA-75(10) 1220 1.05 10 75 0.29 0.22 1.55 NA-50(10) 1220 1.05 10 50 0.44 0.33 2.33 NB-100(10) 1216 814 1.01 B 10 100 0.33 0.24 1.74 NB-100(12) 1216 814 1.01 12 100 0.47 0.31 2.51 Material Properties.
The mechanical properties of materials of reinforced concrete columns with strong confinement were determined by testing.
Acknowledgements This work was financially supported by Key Projects in the National Science & Technology Pillar Program during the Eleventh Five-Year Plan Period (2009BAJ28B01).
[5] Mander J B, Priestley M J N, Park R: Journal of structural engineering, ASCE Vol. 114-8 (1988), p. 1827 [6] Legeron F, Paultre P: Journal of structural engineering, ASCE Vol. 129-2 (2003), p. 241