1,315 research outputs found
sj-xlsx-1-nvw-10.1177_09574565211052691 – Supplemental Material for Study on audiometer calibration at the extended high-frequency range 8–16 kHz
No full textSupplemental Material, sj-xlsx-1-nvw-10.1177_09574565211052691 for Study on audiometer calibration at the extended high-frequency range 8–16 kHz by Tarek M. El-Basheer in Noise & Vibration Worldwide</p
Correction to: Polymer Nanocomposites in Biomedical Engineering
No full textIn the original version of the book, the following belated corrections have been incorporated: The co-editor names ''Basheer Ahmed'' has been changed to ''M. Basheer Ahamed'' and ''Al-Maadeed Mariam Ali S A'' has been changed to ''Mariam Ali S A Al-Maadeed''.
In chapter ''Silver Nanoparticles and Its Polymer Nanocomposites Synthesis, Optimization, Biomedical Usage, and Its Various Applications'', the author name ''Snehal Kargirwar Bramhe'' has been changed to ''Snehal Kargirwar Brahme'' and the affiliations of authors ''Snehal Kargirwar Brahme'' and ''Subhash Kondawar'' were swapped. The correction book has been updated with the changes.Scopu
On a group of the Form 210:(U5(2):2)
No full textThe full automorphism group U5(2):2 of the special unitary group U5(2) has a 10-dimensional absolutely irreducible module over GF(2): Hence a split extension of the form G = 210:(U5(2):2) does exist. In this paper we first determine the conjugacy classes of G using the coset analysis technique. The structures of the inertia factor groups were determined. These are the groups U5(2):2; 21+6:((31+2:8):2) and O5(2):2. We then determine the Fischer matrices and apply the Clifford-Fischer theory to com-pute the ordinary character table of G: The Fischer matrices Fi of G are all Z-valued, with sizes range between 1 and 5. The full character table of G; which is 109 x 109 C-valued matrix is available in the PhD Thesis [1] of the rst author, which could be accessed online
SOLVENT EFFECTS ON IR MODES OF (R)-3-METHYLCYCLOPENTANONE CONFORMERS: A COMPUTATIONAL INVESTIGATION
No full textAuthor Institution: Physics Department, King Fahd University of Petroleum and Minerals, Dhahran 31261 Saudi ArabiaDensity Functional Theory (DFT) calculations of infrared spectra for the optimized geometries of R-(+)-3-methylcyclopentanone (R3MCP) equatorial-methyl and axial-methyl conformers were performed in 11 common solvents of wide polarity range, in the framework of polarizable continuum model (PCM). DFT correlation function type B3LYP using a powerful basis set (aug-cc-pVDZ) yielded different linear correlation between solvent polarity and R3MCP equatorial and axial conformers IR modes frequencies, intensities, and enthalpies (W. Al-Basheer, J. Sol. Chem. 41, 1495-1506 (2012)). DFT calculations of the R3MCP equatorial and axial conformer dipole moment components in 3D were also carried out and found to have a linear correlation with solvent polarity (W. Al-Basheer et al, J. Phys. Chem. A 111(12), 2293-2298 (2007)). An observed trend for a Hypsochromic (blue) shift in the equatorial conformer IR frequencies, in comparison to Bathochromic (red) shift for the axial-methyl conformer IR modes as a function of solvent polarity increase
On two groups of the form 2 8 : A 9
No full textThis paper is dealing with two split extensions of the form 28:A9. We refer to these two groups by G¯¯¯¯1 and G¯¯¯¯2. For G¯¯¯¯1, the 8-dimensional GF(2)-module is in fact the deleted permutation module for A9. We firstly determine the conjugacy classes of G¯¯¯¯1 and G¯¯¯¯2 using the coset analysis technique. The structures of inertia factor groups were determined for the two extensions. The inertia factor groups of G¯¯¯¯1 are A9,A8,S7,(A6×3):2 and (A5×A4):2, while the inertia factor groups of G¯¯¯¯2 are A9,PSL(2,8):3 and 23:GL(3,2). We then determine the Fischer matrices for these two groups and apply the Clifford–Fischer theory to compute the ordinary character tables of G¯¯¯¯1 and G¯¯¯¯2. The Fischer matrices of G¯¯¯¯1 and G¯¯¯¯2 are all integer valued, with sizes ranging from 1 to 9 and from 1 to 4 respectively. The full character tables of G¯¯¯¯1 and G¯¯¯¯2 are 84×84 and 40×40 complex valued matrices respectively
sj-pdf-1-cel-10.1177_0021955X221088392 – Supplemental Material for Enhancement of the mechanical and acoustical properties of flexible polyurethane foam/waste seashell composites for industrial applications
No full textSupplemental Material, sj-pdf-1-cel-10.1177_0021955X221088392 for Enhancement of the mechanical and acoustical properties of flexible polyurethane foam/waste seashell composites for industrial applications by AA Maamoun, AA El-Wakil and Tarek M El-Basheer in Journal of Cellular Plastics</p
sj-pdf-1-jit-10.1177_15280837221098197 – Supplemental Material for Fabrication of cost-effective double layers composite for efficient sound-absorbing based on sustainable and flame-retardant jute fabrics
No full textSupplemental Material, sj-pdf-1-jit-10.1177_15280837221098197 for Fabrication of cost-effective double layers composite for efficient sound-absorbing based on sustainable and flame-retardant jute fabrics by Tarek M El-Basheer, Amal A El Ebissy and Nour F Attia in Journal of Industrial Textiles</p
Monitoring the development of microcracks in reinforced concrete caused by sustained loading and chloride induced corrosion
No full textChloride-induced corrosion of steel in reinforced concrete structures is one of the main problems affecting their durability and it has been studied for decades, but most of them have focused on concrete without cracking or not subjected to any structural load. In fact, concrete structures are subjected to various types of loads, which lead to cracking when the tensile stress in concrete exceeds its tensile strength. Cracking could increase transport properties of concrete and accelerate the ingress of harmful substances (Cl -, O2, H2 O, CO2). This could initiate and accelerate different types of deterioration processes in concrete, including corrosion of steel reinforcement. The expansive products generated by the deterioration processes themselves can initiate cracking. The success of concrete patch repairs can also influence microcracking at the interface as well as the patch repair itself. Therefore, monitoring the development of microcracking in reinforced concrete members is extremely useful to assess the defects and deterioration in concrete structures. In this paper, concrete beams made using 4 different mixes were subjected to three levels of sustained lateral loading (0%, 50% and 100% of the load that can induce a crack with width of 0.1mmon the tension surface of beams - F 0.1) and weekly cycles of wetting (1 day)/drying (6 days) with chloride solution. The development of microcracking on the surface of concrete was monitored using the Autoclam Permeability System at every two weeks for 60 weeks. The ultrasonic pulse velocity of the concrete was also measured along the beam by using the indirect method during the test period. The results indicated that the Autoclam Permeability System was able to detect the development of microcracks caused by both sustained loading and chloride induced corrosion of steel in concrete. However, this was not the case with the ultrasonic method used in the work (indirect method applied along the beam); it was sensitive to microcracking caused by sustained loading but not due to corrosion.</p
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