Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Atiye Farahani"'
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 11, Iss 1, Pp 111-126 (2023)
Road infrastructure facilities have a crucial role in the development of countries by providing connectivity of cities for humans and goods. Moisture intrusion is one of the main pavement damages that can decline the pavement surface conditions and r
Externí odkaz:
https://doaj.org/article/bbc62bb307c54459b2011516b2e2669c
Autor:
Atiye Farahani
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 10, Iss 2, Pp 113-121 (2022)
In this study, the replacement of corroded reinforcement with new reinforcement as a rehabilitation method is considered to reduce the impact of corrosion on the performance of reinforced concrete structural elements. Also, the effect of using high-p
Externí odkaz:
https://doaj.org/article/dd377932a1354e5a84d824b9201a7f52
Autor:
Atiye Farahani, Hosein Naderpour, Gerasimos Konstantakatos, Amir Tarighat, Reza Peymanfar, Panagiotis G. Asteris
Publikováno v:
Applied Sciences, Vol 13, Iss 18, p 10372 (2023)
The widespread application of reinforced concrete structures in different environmental conditions has underscored the need for effective maintenance and repair strategies. These structures offer numerous advantages, but are not impervious to the del
Externí odkaz:
https://doaj.org/article/2e1f8021859441a2b256773a0563f1cd
Autor:
Atiye Farahani, Hosein Taghaddos
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 8, Iss 4, Pp 1-14 (2020)
Chloride-induced corrosion is a key factor in the premature corrosion of concrete structures exposed to a marine environment. Fick's second law of diffusion is the dominant equation to model diffusion of chloride ions. This equation is traditionally
Externí odkaz:
https://doaj.org/article/a422893cd76d4af68d342e28d2136ce5
Autor:
Atiye Farahani, Mohammad Shekarchi
Publikováno v:
Journal of Rehabilitation in Civil Engineering, Vol 8, Iss 1, Pp 40-49 (2020)
The chloride corrosion of reinforcing steel in reinforced concrete (RC) structures is a significant reason for premature deterioration and failure of RC structures in aggressive environments such as the Persian Gulf region. This is one of the major s
Externí odkaz:
https://doaj.org/article/5197ee8efe1f49b18d2006ffd263b06d
Publikováno v:
Materials, Vol 16, Iss 2, p 757 (2023)
Polymer concrete, which contains silica fume powder and vinyl ester resin as two replacements for Portland cement, has improved mechanical properties and durability compared to ordinary concrete. Thus, this kind of concrete is considered to be a high
Externí odkaz:
https://doaj.org/article/05814918eac545e79a39017239706b85
Autor:
Atiye Farahani
Publikováno v:
Journal of Soft Computing in Civil Engineering, Vol 3, Iss 4, Pp 41-50 (2019)
Life-Cycle-Cost (LCC) analysis of corroded structures located in corrosive marine environments considers the time-dependent resistance and loading affect, and repair and maintenance scenarios applied during life time of these structures. Finding the
Externí odkaz:
https://doaj.org/article/ac01d9b5deea4c3a9ae2385acaa3d7b4
Publikováno v:
Journal of Performance of Constructed Facilities. 34
Chloride-induced corrosion is the main cause of premature deterioration and failure of RC structures in corrosive environments. Therefore, modeling chloride permeation and investigating dif...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ced1e186e2ab18006ef83b90ce1c6f69
https://doi.org/10.1061/(asce)cf.1943-5509.0001437
https://doi.org/10.1061/(asce)cf.1943-5509.0001437
Publikováno v:
ACI Materials Journal. 115
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8f8606d43188dc9f60f4da9f25f0e9de
https://doi.org/10.14359/51702185
https://doi.org/10.14359/51702185
Publikováno v:
Cement and Concrete Composites. 59:10-17
Chloride-induced corrosion is the main factor in determining the durability and service life of the reinforced concrete structures exposed to marine environments. Recognition of chloride diffusion phenomenon in concrete and developing a prediction mo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6da2318510b8ab7ce864af86195a0cfe
https://doi.org/10.1016/j.cemconcomp.2015.03.006
https://doi.org/10.1016/j.cemconcomp.2015.03.006