Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Ali S. Shanour"'
Autor:
Mohamed S. Saif, Ali S. Shanour, Gamal E. Abdelaziz, Hanaa I. Elsayad, Ibrahim G. Shaaban, Bassam A. Tayeh, Mahmoud S. Hammad
Publikováno v:
Case Studies in Construction Materials, Vol 18, Iss , Pp e01793- (2023)
Ultra-High Strength Fibre Reinforced Self Compacting Concrete (UHSFRSCC) is in great demand for use in construction projects around the globe. Unless fillers are utilised in this concrete, its production will come at an excessive environmental cost d
Externí odkaz:
https://doaj.org/article/bfe90c74344d40a68ed65156245e1f87
Publikováno v:
Engineering Research Journal - Faculty of Engineering (Shoubra). 52:1-11
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::60d1082902518d29b515b4096744855b
https://doi.org/10.21608/erjsh.2022.157789.1078
https://doi.org/10.21608/erjsh.2022.157789.1078
Publikováno v:
Journal of Engineering Research and Reports. :25-42
This paper presents further results of experimental testing and analytical investigation on the mechanical properties of fiber composite sleeper in order to evaluate its strength and behavior. Recycled high density polyethylene, iron slag, calcium ca
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::73d8900678d4f14e9571126c15942c9b
https://doi.org/10.9734/jerr/2020/v13i217098
https://doi.org/10.9734/jerr/2020/v13i217098
Publikováno v:
Construction and Building Materials. 180:23-34
Engineered Cementitious Composites (ECC) considers a type of ultra-ductile cementitious composites with fiber reinforcement. It is developed for applications for economic purpose in the construction industry. ECC characterizes by strain hardening and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e41400c8af17481a42174b5a32f501c1
https://doi.org/10.1016/j.conbuildmat.2018.05.238
https://doi.org/10.1016/j.conbuildmat.2018.05.238
Publikováno v:
Key Engineering Materials. 761:135-143
The effect of calcined clays of the swelling type, on the strength and expansion behavior of Portland limestone cement is studied at 5°C. Local clays were thermally activated by burning one hour at 900 °C and were ground to a Blaine of 2842 (cm2/g)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f8f3118dc40a122cb30c8e8ee41d32ef
https://doi.org/10.4028/www.scientific.net/kem.761.135
https://doi.org/10.4028/www.scientific.net/kem.761.135
Publikováno v:
Engineering Structures. 226:111348
Twelve half-scale concrete beams were tested to investigate the flexural performance of concrete beams reinforced with locally produced hybrid bars and hybrid schemes. The variables are the reinforcement bar type (hybrid, GFRP, and steel) and the rei
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::798e6a57a6cb8ef5d827b39aadc2d093
https://doi.org/10.1016/j.engstruct.2020.111348
https://doi.org/10.1016/j.engstruct.2020.111348
Publikováno v:
Construction and Building Materials. 102:574-591
This paper presents an experimental and analytical study on the shear behavior of concrete beams reinforced with lab produced glass fiber reinforced polymers (GFRP) bars and stirrups. The bars and stirrups are manufactured by double parts die mold us
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::630e08c5bf1acaf9a63829c679388af5
https://doi.org/10.1016/j.conbuildmat.2015.10.185
https://doi.org/10.1016/j.conbuildmat.2015.10.185
Publikováno v:
Construction and Building Materials. 259:120395
This paper investigates the flexural performance of engineered cementitious composite (ECC) concrete beams reinforced with innovative hybrid bars. Hybrid bars combine the advantages of both FRP and steel bars in enhancing the ultimate strength, ducti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70d70a24ca9fa1232438a6f0a8db9edc
https://doi.org/10.1016/j.conbuildmat.2020.120395
https://doi.org/10.1016/j.conbuildmat.2020.120395
Publikováno v:
Construction and Building Materials. 84:354-366
This paper presents an experimental, numerical and analytical study of the flexural behavior of concrete beams reinforced with locally produced glass fiber reinforced polymers (GFRP) bars. Glass fiber reinforced polymers (GFRP) reinforcement bars has
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f62997e67cbf168aa75623291c0f717
https://doi.org/10.1016/j.conbuildmat.2015.03.057
https://doi.org/10.1016/j.conbuildmat.2015.03.057