Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Ahmed S. Debaiky"'
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-14 (2024)
Abstract Porous asphalt mixture is conventional hot mix asphalt (HMA) with substantially decreased fines, which produces an open-graded mixture that enables the water to flow through an interconnected void space. Porous asphalt is a permeable system
Externí odkaz:
https://doaj.org/article/3dd1fb93e1fd4ef694223f7780df9c18
Publikováno v:
Mansoura Engineering Journal. 48
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb2500e98576ae0b8166b9f4fa26743c
https://doi.org/10.58491/2735-4202.3023
https://doi.org/10.58491/2735-4202.3023
Publikováno v:
International Journal of Advanced Engineering, Management and Science. 8:01-16
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f2563a4321557c0492b6078dfde3b3f1
https://doi.org/10.22161/ijaems.82.1
https://doi.org/10.22161/ijaems.82.1
To simulate corrosion deterioration on load carrying capacities, deflection an slip between concrete and steel for R.C. beams, 3-D F.E. model was considered by using ANSYS software. Several F.E. models were created to simulate different levels of cor
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::de517eccb933cc1a645ab26f1c13e10a
https://doi.org/10.21203/rs.3.rs-1723325/v1
https://doi.org/10.21203/rs.3.rs-1723325/v1
Reinforced concrete structures are considered as permeant structures that can be used for a long time. But, one of the most issues has been discussed in construction community was corrosion of embedded steel bars. Corrosion has a negative significant
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::17562fa124bbb77ed1113a71382f4bf3
https://doi.org/10.21203/rs.3.rs-1666988/v1
https://doi.org/10.21203/rs.3.rs-1666988/v1
Publikováno v:
Advances in Research. :1-25
This paper presents the results of finite element (FE) analysis of axially loaded square hollow structural steel (HSS) columns, strengthened with polymer-mortar materials. Three-dimensional nonlinear FE model of HSS slender columns were developed usi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d64505194a49eec1d9ff1667308e5d32
https://doi.org/10.9734/air/2019/v20i430164
https://doi.org/10.9734/air/2019/v20i430164
Publikováno v:
Advances in Research. :1-20
This paper presents the experimental results of investigations the shear behavior of strengthened reinforced concrete beams by using glass fiber reinforced polymers (GFRP) rods. The strengthening system used GFRP rods were done by Near Surface Mounte
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e16232b892632b1560390c6ffd7e22fc
https://doi.org/10.9734/air/2019/v19i430129
https://doi.org/10.9734/air/2019/v19i430129
Publikováno v:
Thin-Walled Structures. 137:515-526
Experimental study is carried out to investigate the behavior and strength of square hollow structural section (SHS) columns, strengthened with an innovative polymer-mortar system. Thirteen specimens of cold-formed SHS columns with different variable
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::28564a4b48426f1cf520d1e2e05d24a6
https://doi.org/10.1016/j.tws.2018.12.029
https://doi.org/10.1016/j.tws.2018.12.029
Publikováno v:
Journal of Composites for Construction. 11:556-564
This paper discusses the mechanical behavior of reinforced concrete columns wrapped with fiber-reinforced polymer (FRP) sheets. A numerical routine was developed to predict the behavior of the columns using a step-by-step technique. The routine is ba
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98504d378f4b99c5c9669f265ca54854
https://doi.org/10.1061/(asce)1090-0268(2007)11:6(556)
https://doi.org/10.1061/(asce)1090-0268(2007)11:6(556)
Publikováno v:
Journal of Composites for Construction. 10:370-380
The long-term behavior of glass fiber-reinforced polymer (GFRP) reinforcing bars is one of the most critical issues for the acceptance of these materials as reinforcement for concrete structures. There is a high demand for experimental studies to inv
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9b909d208d08de073fcd39573a9b86a8
https://doi.org/10.1061/(asce)1090-0268(2006)10:5(370)
https://doi.org/10.1061/(asce)1090-0268(2006)10:5(370)