Zobrazeno 1 - 9
of 9
pro vyhledávání: '"S. S. E. Ahmad"'
Publikováno v:
The Egyptian International Journal of Engineering Sciences and Technology. 31:19-34
Near surface mounted (NSM) technique with fiber reinforced polymer (FRP) worldwide is the most repairing systems for existing concrete structures. The use of NSM strengthening technique to RC members is an alternative method used for applying FRP fle
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::884f045db8ad00c5b078e5720c4e3273
https://doi.org/10.21608/eijest.2020.38526.1004
https://doi.org/10.21608/eijest.2020.38526.1004
Publikováno v:
Bulletin of the Faculty of Engineering. Mansoura University. 42:21-26
Over-reinforced high strength concrete, HSC, sections are restricted in most design codes to avoid the brittle compression failure of concrete which occurs suddenly without warnings. Recently, there have been significant improvements in construction
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c69fd981e3e1980a79141b4feedc6b90
https://doi.org/10.21608/bfemu.2020.97680
https://doi.org/10.21608/bfemu.2020.97680
Publikováno v:
Frattura ed Integrità Strutturale, Vol 14, Iss 53, Pp 106-123 (2020)
Near surface mounted technique become the most attractive technique for strengthening RC structures. Several researches had been conducted to study experimentally the flexural behavior of RC members strengthened with NSM technique unlike the numerica
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::54c60cdd02d4d16252d310b6bea0fb68
https://doi.org/10.3221/igf-esis.53.09
https://doi.org/10.3221/igf-esis.53.09
Publikováno v:
Advances in Structural Engineering. 9:535-544
Flexural behavior of up-graded steel I-beams, IPE 160, with bonded/welded steel plates and bonded carbon fiber reinforced polymer (CFRP) plates/sheets were evaluated in this work. Different types of end anchorage (belted CFRP sheet, steel clamped, an
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f80cca3854da7e16925fa00c81545ac
https://doi.org/10.1260/136943306778812796
https://doi.org/10.1260/136943306778812796
Publikováno v:
International Conference on Aerospace Sciences and Aviation Technology. 8:1-13
Mode I fatigue crack growth behaviour was experimentally investigated under constant and following the application of a single spike overload. Different specimen thicknesses were investigated at different overload ratios. A previously developed crack
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::710435ff9c43b02d02b9912335572659
https://doi.org/10.21608/asat.1999.24899
https://doi.org/10.21608/asat.1999.24899
Publikováno v:
Scopus-Elsevier
— A 3-D elastic-plastic finite element analysis has been developed to simulate the deformation development along the front of a long mode I single edge crack in plates subjected to either monotonic or cyclic loading. Idealisations having both equal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6d05d158e6ae82ea68f190012f9f76a3
https://doi.org/10.1111/j.1460-2695.1997.tb01529.x
https://doi.org/10.1111/j.1460-2695.1997.tb01529.x
Publikováno v:
Fatigue & Fracture of Engineering Materials and Structures. 18:93-104
Growth of a long mode I crack under variable fatigue loading was experimentally investigated on mild steel specimens. A dynamic elastic-plastic two-dimensional finite element program, purposely developed for the simulation of cyclic crack tip deforma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::caba28441f6ec2defb6d16cae98dea27
https://doi.org/10.1111/j.1460-2695.1995.tb00144.x
https://doi.org/10.1111/j.1460-2695.1995.tb00144.x
Publisher Summary This chapter analyzes the deformation behavior and the stress–strain field existing near the front of a stationary crack under cyclic loading to predict the site of fatigue crack initiation. 3D elastic–plastic finite element mod
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7e9592a17bf715e1cd656de5a9106822
https://doi.org/10.1016/b978-008042140-7/50026-3
https://doi.org/10.1016/b978-008042140-7/50026-3
Publikováno v:
Advances in Structural Engineering; Aug2006, Vol. 9 Issue 4, p535-544, 10p