Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Mohamed E. Meshaly"'
Publikováno v:
AIMS Materials Science, Vol 9, Iss 5, Pp 750-769 (2022)
Corrosion of steel bars is the main cause of the deterioration of reinforced concrete (RC) structures. To avoid this problem, steel rebars can be replaced with glass-fiber-reinforced-polymer (GFRP). However, the brittle behaviour of GFRP RC elements
Externí odkaz:
https://doaj.org/article/9019606ebc9944079b0bebe33e985769
Publikováno v:
Alexandria Engineering Journal, Vol 55, Iss 3, Pp 2647-2654 (2016)
Analytical evaluation of the interfacial shear stresses for composite hollowcore slabs with concrete topping is rare in the literature. Adawi et al. (2014) estimated the interfacial shear stiffness coefficient (ks) that governs the behavior of the in
Externí odkaz:
https://doaj.org/article/beeebe08d96f4d339eabc85d8acab505
Publikováno v:
AIMS Materials Science, Vol 8, Iss 5, Pp 716-738 (2021)
The unique properties of Shape Memory Alloys (SMAs) have motivated researchers to use them as primary reinforcement in reinforced concrete (RC) structures. In this study, the applicability of using external unbonded SMA bars to retrofit RC beam-colum
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3ec3d11613e2601631ef93faf4a73796
https://www.aimspress.com/article/doi/10.3934/matersci.2021043?viewType=HTML
https://www.aimspress.com/article/doi/10.3934/matersci.2021043?viewType=HTML
Publikováno v:
Civil and Environmental Engineering Publications
Corrosion is a major factor in the deterioration of reinforced concrete (RC) structures. To mitigate this problem, steel bars can be replaced with glass-fiber-reinforced-polymer (GFRP) bars. However, the lack of ductility of GFRP-RC elements has prev
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::1e69bcea039821382db6ceaf75ce123c
https://doi.org/10.1016/j.engstruct.2019.01.086
https://doi.org/10.1016/j.engstruct.2019.01.086
Publikováno v:
Civil and Environmental Engineering Publications
Self-centering earthquake resistant systems have attracted the attention of researchers because of their promising potential in controlling seismic residual drifts, and, therefore, reducing the associated repair costs. The use of Ni-Ti superelastic s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3ffddfc0c99eafafec6dad4703bb5bb7
https://doi.org/10.1016/j.engstruct.2018.08.072
https://doi.org/10.1016/j.engstruct.2018.08.072
Publikováno v:
Civil and Environmental Engineering Publications
Pre-1970s designed and built reinforced concrete frame structures are considered unsafe when subjected to seismic loads. Insufficient anchorage of the beam reinforcement in the beam-column joints of these structures is considered a main deficiency. N
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::733db323c4992f0a837bd8be9a87ba64
https://doi.org/10.1007/s10518-018-0477-7
https://doi.org/10.1007/s10518-018-0477-7
Publikováno v:
Civil and Environmental Engineering Publications
Corrosion of steel rebars is known to cause deterioration of concrete structures that can lead to catastrophic failures. To mitigate this problem, steel rebars can be replaced with Glass Fiber-Reinforced Polymer (GFRP) rebars. However, the lack of du
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::76c95fffc96b99be1452b7cd44b35c7b
https://ir.lib.uwo.ca/context/civilpub/article/1200/viewcontent/Ductile_Corrosion_Free_GFRP_Stainless_Steel_Reinforced_Concrete_Elements.pdf
https://ir.lib.uwo.ca/context/civilpub/article/1200/viewcontent/Ductile_Corrosion_Free_GFRP_Stainless_Steel_Reinforced_Concrete_Elements.pdf
Publikováno v:
Earthquakes and Structures. 6:267-280
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6f3033fc741ec3d5c36f5bb95a4d5088
https://doi.org/10.12989/eas.2014.6.3.267
https://doi.org/10.12989/eas.2014.6.3.267
Publikováno v:
Engineering Structures. :23-32
Flat plates are widely used in reinforced concrete structures. To evaluate the lateral stiffness of a flat plate system, the contributing slab width needs to be defined. In this paper, a model that utilizes grillage analysis is proposed to predict th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::68b7f8fb5bb2b0a8cda4c10359397b7b
https://doi.org/10.1016/j.engstruct.2014.01.027
https://doi.org/10.1016/j.engstruct.2014.01.027
Publikováno v:
Civil and Environmental Engineering Publications
Analytical evaluation of the interfacial shear stresses for composite hollowcore slabs with concrete topping is rare in the literature. Adawi et al. (2014) estimated the interfacial shear stiffness coefficient (ks) that governs the behavior of the in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::62575c5a0f7df21acb8bf0028cd92c5f
https://ir.lib.uwo.ca/civilpub/200
https://ir.lib.uwo.ca/civilpub/200