Zobrazeno 1 - 10
of 122
pro vyhledávání: '"M Reda Taha"'
Autor:
Daniel Fernandez, Ann Sebastian, Patience Raby, Moneeb Genedy, Ethan C. Ahn, Mahmoud M. Reda Taha, Samer Dessouky, Sara Ahmed
Publikováno v:
Energies, Vol 16, Iss 2, p 835 (2023)
Inspired by the fact that there is an immense amount of renewable energy sources available on the roadways, such as mechanical pressure, this study presents the development and implementation of an innovative charging technique for electric vehicles
Externí odkaz:
https://doaj.org/article/3a27b34293a343c6b3b8e7101765083e
Autor:
Mohammed Abdellatef, Daniel Heras Murcia, Joshua Hogancamp, Edward Matteo, John Stormont, Mahmoud M. Reda Taha
Publikováno v:
Fibers, Vol 10, Iss 8, p 65 (2022)
One of the main challenges of using a high fiber volume content in a cement composite is the narrow margin of fiber volume content beyond which fibers can cause an adverse effect on the mechanical properties. In this paper, the significance of fiber
Externí odkaz:
https://doaj.org/article/be89990f53244965ac8265fb626f97e5
Publikováno v:
Polymers, Vol 14, Iss 1, p 176 (2022)
Textile reinforced concrete (TRC) has gained attention from the construction industry due to its light weight, high tensile strength, design flexibility, corrosion resistance, and remarkably long service life. Some structural applications that utiliz
Externí odkaz:
https://doaj.org/article/ee335f9f18764ab6bbd23706065b9f0f
Publikováno v:
Materials, Vol 13, Iss 24, p 5710 (2020)
Glass fiber-reinforced polymer (GFRP) reinforcing bars have relatively low shear strength, which limits their possible use in civil infrastructure applications with high shear demand, such as concrete reinforcing dowels. We suggest that the horizonta
Externí odkaz:
https://doaj.org/article/83f6995500844efbb1a40742b8dc58e0
Publikováno v:
Fibers, Vol 3, Iss 1, Pp 13-29 (2015)
Glass fiber reinforced polymers (GFRP) have become a preferable material for reinforcing or strengthening reinforced concrete structures due to their corrosion resistance, high strength to weight ratio, and relatively low cost compared with carbon fi
Externí odkaz:
https://doaj.org/article/2507ca88f9044fdb9f37d5c58696b118
Publikováno v:
Rock Mechanics and Rock Engineering. 55:2651-2664
Permeability measurements were made on sandstone during confined Brazilian strength tests. The test involves 50 mm diameter disk-shaped, jacketed samples that are subjected to confining stresses while they are diametrically loaded. Specially designed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c9de9e904edcb2b2101cbb2957dcd1a
https://doi.org/10.1007/s00603-021-02527-7
https://doi.org/10.1007/s00603-021-02527-7
Publikováno v:
Advances in Materials Science and Engineering, Vol 2017 (2017)
A polymeric hybrid composite system made of UHPC and CFRP was proposed as a retrofit system to enhance flexural strength and ductility of RC slabs. While the effectiveness of the proposed system was confirmed previously through testing three full-sca
Externí odkaz:
https://doaj.org/article/1132fe621a0640cab59f64b18bc1cb12
Publikováno v:
All Days.
ABSTRACT: Numerical modeling techniques using the combined finite-discrete element method have been utilized to explore the relationship between stress, damage, and crack propagation in concrete. Obtaining post-peak behavior from the Brazilian tensio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8c155d494e31e09cebdb818413598009
https://doi.org/10.56952/arma-2022-0465
https://doi.org/10.56952/arma-2022-0465
Autor:
Angel Padilla, Moneeb Genedy, Earl E. Knight, Esteban Rougier, John Stormont, Mahmoud M. Reda Taha
Publikováno v:
Journal of Materials in Civil Engineering. 34
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8aac6133106723dc7b1be984d0c1a0e6
https://doi.org/10.1061/(asce)mt.1943-5533.0004245
https://doi.org/10.1061/(asce)mt.1943-5533.0004245
Autor:
S. Boyce, Esteban Rougier, John C. Stormont, Zhou Lei, Bryan Euser, M. M. Reda Taha, Earl E. Knight
Publikováno v:
Computational Particle Mechanics. 7:1047-1055
It has been shown experimentally that under mixed tensile and compressive stress states, a corresponding mixed-mode fracture will occur. In this paper, the formation of mixed-mode fractures is investigated using the combined finite–discrete element
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c9b96c3ec0500078efa63f58dada728a
https://doi.org/10.1007/s40571-020-00341-6
https://doi.org/10.1007/s40571-020-00341-6