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Online since: December 2015
Authors: Wole Soboyejo, Ngasoh Fayen Odette
When water enters the coating, polar-polar bonds (between the metal hydroxide at the interface and the coatings) are eliminated at the individual sites causing a reduction in the adhesive strength (an exchange of polar-polar adhesion sites with water.)
The experimental data shows that the moisture weight gain reached about 0.38% after a period of about 31days.
(4.1) Figure 4.1.1 Plot of Weight Gain versus Duration of exposure for sample ‘A’ The experimental data collected from the second set-up showed that the moisture weight gain reached about 0.3% after a period of about 31days.
Figure 4.1.2 (a) Plot of Weight Gain Versus duration of exposure for sample B (Volume ratio 1:1) The experimental data table 4.1.3 below shows that the moisture weight gain reached about 0.15% for sample C (3:1 volume ratio mixture) immersed in hydrochloric acid (HCl), pH=2, 3, 4 after a period of about 31days.
The experimental data of the hot water immersion test of tables 4.2.1,2,3 indicates that the water adsorption weight gain reached to about 0. 35% for sample H1(3:1 volume ratio) immersed in solution of pH= 4, 0.12% for sample H2 (2:1 volume ratio) in pH=4 and 0.13% for H3 (1:1 volume ratio) immersed in solutions of pH=3 after a duration of exposure of 7days.
The experimental data shows that the moisture weight gain reached about 0.38% after a period of about 31days.
(4.1) Figure 4.1.1 Plot of Weight Gain versus Duration of exposure for sample ‘A’ The experimental data collected from the second set-up showed that the moisture weight gain reached about 0.3% after a period of about 31days.
Figure 4.1.2 (a) Plot of Weight Gain Versus duration of exposure for sample B (Volume ratio 1:1) The experimental data table 4.1.3 below shows that the moisture weight gain reached about 0.15% for sample C (3:1 volume ratio mixture) immersed in hydrochloric acid (HCl), pH=2, 3, 4 after a period of about 31days.
The experimental data of the hot water immersion test of tables 4.2.1,2,3 indicates that the water adsorption weight gain reached to about 0. 35% for sample H1(3:1 volume ratio) immersed in solution of pH= 4, 0.12% for sample H2 (2:1 volume ratio) in pH=4 and 0.13% for H3 (1:1 volume ratio) immersed in solutions of pH=3 after a duration of exposure of 7days.
Online since: July 2025
Authors: Mary Donnabelle L. Balela, Christian Laurence E. Aquino, Faith Laurence M. Sarmiento
These findings contribute to waste reduction efforts by utilizing cotton waste and offer a sustainable solution to produce UV-resistant PVA films.
Transmittance data of bleached and indigo PVA-MCC films under UV and visible light are shown in Fig. 6.
Transmittance data of bleached and indigo PVA-MCC films under UV and visible light are shown in Fig. 6.
Online since: May 2019
Authors: Maksim Sergeevich Sokolov, Svetlana Vyacheslavovna Derevianko, Ruslan Aharonovich Abramov
Technical characteristics of the terrace Board from PMK
Indicators
Technical parameters
Value
Norm *
Water resistance when soaked in water for 24 hours at 20 ±
1 °C
Water absorption, %
0,2
< 2
Swelling along the length of the, %
0,24
< 1
Width swelling, %
0,31
Swelling in thickness, %
0,37
Water resistance after boiling for 2 hours
Water absorption, %
0,36
< 5
Shrinkage by length, %
–1,1
< 1,5
Width swelling, %
0,62
Swelling in thickness, %
0,62
Physical and mechanical properties of the material
Density, kg / m
1637
–
Ball indentation hardness, N/ mm2
200
> 90
Impact strength according to Charpy without an incision, kJ/m2
10
> 3,5
Bending strength, MPa
52
> 25
Tensile strength, MPa
18,9
> 10
Specific resistance to pulling out of screws, N / mm
330
> 120
Bearing capacity of the profile Board
Board breaking load at a distance between supports of 400 mm
kgf
540
–
Н
5292
> 2000
From data table. 1 it can be seen that the decking has low values of water absorption and swelling when soaked
The PMK shore a hardness values on the Brinell scale (HB) Sample type Value The average value of NV Composition PMK № 1 299 274 321 312 302 303 279 324 299 317 303 25% fly ash, foaming agent, PMK № 2 331 297 313 323 307 307 328 321 308 323 315,8 30% fly ash PMK № 3 332 317 342 349 309 275 318 316 315 353 322,6 40 % fly ash, foaming agent PMK № 4 336 328 330 360 340 353 337 324 342 323 337,3 40 % fly ash The Hardness of some Materials and Polymer-Mineral Composite (PMC Formulation No. 4) Based on the graph data, PMC in terms of hardness is second only to glass and tool steel.
These data on property tests show that the material vinizol has all the necessary positive consumer characteristics, which ensures its prospects and competitiveness in the construction industry.
Figure 1 shows the dependence of the total hydrocarbon emission reduction on the sorbent additive dosage (coke dust, samples № 1 and 2).
The table data shows that the samples of asphalt mixtures with the addition of BOF slag and carbon-mineral sorbents in terms of quality not inferior to the original asphalt mix classical composition.
The PMK shore a hardness values on the Brinell scale (HB) Sample type Value The average value of NV Composition PMK № 1 299 274 321 312 302 303 279 324 299 317 303 25% fly ash, foaming agent, PMK № 2 331 297 313 323 307 307 328 321 308 323 315,8 30% fly ash PMK № 3 332 317 342 349 309 275 318 316 315 353 322,6 40 % fly ash, foaming agent PMK № 4 336 328 330 360 340 353 337 324 342 323 337,3 40 % fly ash The Hardness of some Materials and Polymer-Mineral Composite (PMC Formulation No. 4) Based on the graph data, PMC in terms of hardness is second only to glass and tool steel.
These data on property tests show that the material vinizol has all the necessary positive consumer characteristics, which ensures its prospects and competitiveness in the construction industry.
Figure 1 shows the dependence of the total hydrocarbon emission reduction on the sorbent additive dosage (coke dust, samples № 1 and 2).
The table data shows that the samples of asphalt mixtures with the addition of BOF slag and carbon-mineral sorbents in terms of quality not inferior to the original asphalt mix classical composition.
Online since: June 2025
Authors: Vitaliy Georgievich Salamatov, Ludmila Alekseevna Savina, Ivan Vladimirovich Barinov, Igor Andreevich Pastukhov, Edmond Karenovich Poghosyan, Igor Olegovich Stasyuk, Valeriy Vasilyevich Savin
Data for alloyed alloys of the (Fe-Ni-Co) system from [17, 18] were used in the calculations.
The data shown in Fig 2 а correspond to the 'MQ GAP' of the weighted average and for the 'C' fraction with Dm ≤ 2 μm (fig. 2 b).
The data and results of the scanning electron microscopy 'MQ GAP' studies of alloy No. 4 (Fe78Nd15B7) are shown in Figure 3.
The intergranular interface is indeed enriched in neodymium and contains uniformly distributed boron, as shown by the comparison of the experimental data.
Fig. 4 shows the SCVID magnetometry data.
The data shown in Fig 2 а correspond to the 'MQ GAP' of the weighted average and for the 'C' fraction with Dm ≤ 2 μm (fig. 2 b).
The data and results of the scanning electron microscopy 'MQ GAP' studies of alloy No. 4 (Fe78Nd15B7) are shown in Figure 3.
The intergranular interface is indeed enriched in neodymium and contains uniformly distributed boron, as shown by the comparison of the experimental data.
Fig. 4 shows the SCVID magnetometry data.
Online since: March 2022
Authors: Georgi Borislavov Hadjichristov, Tzvetan Emilov Ivanov
In-depth XPS data were obtained after periodical ion etching of the studied surface with 3 keV Ar+ ions (45° incidence angle, a raster area of 1 cm ×
1 cm).
The corresponding concentration profile of the in-depth spatial distribution of Si implants was derived from analysis of in-depth XPS data.
The dashed line represents the linear fit to the RSD data within the range VG = 12 – 30 V.
Using data from DC measurements, one can experimentally assess the ECR value.
By linear fit to the RSD data in this range (Fig. 6c) we get the value 160 kW (that is, actually, the mean RSD value in this range).
The corresponding concentration profile of the in-depth spatial distribution of Si implants was derived from analysis of in-depth XPS data.
The dashed line represents the linear fit to the RSD data within the range VG = 12 – 30 V.
Using data from DC measurements, one can experimentally assess the ECR value.
By linear fit to the RSD data in this range (Fig. 6c) we get the value 160 kW (that is, actually, the mean RSD value in this range).
Online since: May 2020
Authors: Dmitry А. Chinakhov, V. Sydorets, Olena M. Berdnikova, I. Krivtsun, A. Bernatskyi
Introduction
General tendencies in creating designs of advanced engineering structures of different functional area in many industries (chemical and food, power engineering and shipbuilding, aerospace manufacturing, etc.) are associated with a reduction in mass of products [1-5], with the use of materials having improved mechanical [6-9] and operational characteristics [9-13], and also with the introduction of modern treatment technologies [14-18].
The analysis of the obtained data allows confirming that based on this value all the obtained welds meet the specified requirements.
The analysis of the data in Table 3 allows confirming that the required values were reached.
As is seen from the data in Table 3, for some angles of welding, negative values are specified, indicating the presence of weld depression, which, according to DSTU EN ISO 13919-1: 2015, for 3 mm thick welded joints of AISI321stainless steel produced by laser welding, should not exceed 0.3 mm.
As a result of the analysis of the abovementioned data, it was proposed to carry out further experiments on laser welding of butt joints of 2.0 mm thick aluminum AMg6M alloy in the vertical position (welding at the angle of 90°), i.e., to do uphill welding in order to provide a stable formation of a high-quality welded joint and to prevent the failure of laser equipment.
The analysis of the obtained data allows confirming that based on this value all the obtained welds meet the specified requirements.
The analysis of the data in Table 3 allows confirming that the required values were reached.
As is seen from the data in Table 3, for some angles of welding, negative values are specified, indicating the presence of weld depression, which, according to DSTU EN ISO 13919-1: 2015, for 3 mm thick welded joints of AISI321stainless steel produced by laser welding, should not exceed 0.3 mm.
As a result of the analysis of the abovementioned data, it was proposed to carry out further experiments on laser welding of butt joints of 2.0 mm thick aluminum AMg6M alloy in the vertical position (welding at the angle of 90°), i.e., to do uphill welding in order to provide a stable formation of a high-quality welded joint and to prevent the failure of laser equipment.
Online since: November 2021
Authors: Nonofo M.J. Ditshego, Ravi Samikannu, Ogomoditse Oduetse Moatlhodi
Introduction
Optical communication implies the transfer of data/information from one point to another using
light, usually over long distances [1].
The foundation of the LASER gave a sensible optical source fit for transmission of high data rate information [6].
A major reduction in threshold current was brought about by the introduction of a quantum well structure into the active region of surface emitting lasers [13].
Kuo, "Design, modeling, and fabrication of high-speed vcsel with data rate up to 50 gb/s," Nanoscale Research Letters, vol. 14, p. 276, 08 2019
Bimberg, "81 fj/bit energy-to-data ratio of 850 nm vertical-cavity surface-emitting lasers for optical interconnects," 2011
The foundation of the LASER gave a sensible optical source fit for transmission of high data rate information [6].
A major reduction in threshold current was brought about by the introduction of a quantum well structure into the active region of surface emitting lasers [13].
Kuo, "Design, modeling, and fabrication of high-speed vcsel with data rate up to 50 gb/s," Nanoscale Research Letters, vol. 14, p. 276, 08 2019
Bimberg, "81 fj/bit energy-to-data ratio of 850 nm vertical-cavity surface-emitting lasers for optical interconnects," 2011
Online since: July 2013
Authors: Jilt Sietsma
The commercial code MICRESS [6,7,57] can directly be coupled with Thermo-calc to provide input of thermodynamic data.
Again a very good agreement between experimental data and simulation results is obtained.
The frames give exactly the same data as figure 9a, but the colour scale now runs from 0.027 wt% to 0.2 wt%.
The second drawback is the lack of experimental validation and quantitative data.
Lack of quantitative data applies especially to the nucleation behaviour and the interface mobility.
Again a very good agreement between experimental data and simulation results is obtained.
The frames give exactly the same data as figure 9a, but the colour scale now runs from 0.027 wt% to 0.2 wt%.
The second drawback is the lack of experimental validation and quantitative data.
Lack of quantitative data applies especially to the nucleation behaviour and the interface mobility.
Online since: September 2024
Authors: Marcin Sikora, Jan Marek Michalik, Elżbieta Szostak, Khrystyna Bandura, Julia Mazurenko, Lilia Turovska, Olexij Vyshnevskyi, Larysa Kaykan
The experimental data were refined using the Rietveld method.
The summarized data on synthesized particles is listed in table 4 below.
Data Availability Statement: Data is contained within the article.
Ali, Magnetically tuned Ni0.3Co0.7DyxFe2–xO4 ferrites for high-density data storage applications.
Izumi, VESTA 3for three-dimensional visualization of crystal, volumetric and morphology data, J.
The summarized data on synthesized particles is listed in table 4 below.
Data Availability Statement: Data is contained within the article.
Ali, Magnetically tuned Ni0.3Co0.7DyxFe2–xO4 ferrites for high-density data storage applications.
Izumi, VESTA 3for three-dimensional visualization of crystal, volumetric and morphology data, J.
Online since: March 2022
Authors: Hai Feng Liu, Shu Ing Doh, Qian Zhang, He Jiao Ma, Ren Guang Tao
And its water reduction rate is above 25%.
At this stage, the fly ash which reduces the alkalinity of the concrete is the most influential factors in reduction of concrete resistance towards cerbonation.
Availability of Data and Materials The data and materials had been included in the manuscript.
At this stage, the fly ash which reduces the alkalinity of the concrete is the most influential factors in reduction of concrete resistance towards cerbonation.
Availability of Data and Materials The data and materials had been included in the manuscript.