Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Assim M. Lateef"'
Autor:
Lubna B. Mahmood, Assim M. Lateef
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 31, Iss 2 (2024)
The main objective of this research is to investigate the concrete cover thickness effect on the corrosion degree of the longitudinal reinforcing steel of short circular high-performance concrete columns. The practical program consists of casting and
Externí odkaz:
https://doaj.org/article/07fa7ed81fdc4a7ebfefcd3165d69206
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 30, Iss 3 (2023)
Corrosion in steel bars has the biggest effect on the concrete strength as well as its durability. Problems, such as increasing the crack widths, deflections, increasing stresses and decreasing concrete strength, are some subsequences of steel corros
Externí odkaz:
https://doaj.org/article/c74be359517041609cc5c163228f289e
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 30, Iss 3 (2023)
External strengthening of reinforced-concrete beams is challenging because of the building system complexity or the beam geometry. The major challenge is choosing an appropriate strengthening method to overcome its low torsion strength. Therefore, th
Externí odkaz:
https://doaj.org/article/bd07ac2686d14f8e878adb830a477b96
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 28, Iss 2, Pp 93-106 (2021)
This paper represents an experimental investigation of the layered concrete beam. It contains studying the possibility of using the mortar intervention with layers of glass fibre at the tension zone in a loaded supported concrete beam. To produce a b
Externí odkaz:
https://doaj.org/article/b9a53e5279d8400ea17f0148846763a8
Autor:
Noor KH. Mahmood, Assim M. Lateef
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 28, Iss 2, Pp 44-53 (2021)
The main objective of this research is to investigate the effect of corroded steel bars on the ultimate flexural capacity of reinforcement concrete beams. The experimental work consists of four RC beams with dimensions (150×200×1200) mm tested unde
Externí odkaz:
https://doaj.org/article/0086cad1d35049c6a8d8ae02c046ccfe
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 28, Iss 2, Pp 54-72 (2021)
This article investigates the behaviour of strengthened concrete columns using jacketing ultra-high-performance fiber reinforced concrete (UHPFRC) and carbon fiber-reinforced polymer (CFRP) under uniaxial loaded. The jacket was connected to the colum
Externí odkaz:
https://doaj.org/article/98681d8312f4490eb7d05110d4fe9150
Publikováno v:
Tikrit Journal of Engineering Sciences, Vol 23, Iss 1, Pp 40-52 (2016)
In this research, trial mixes were conducted according to Self-Compacted Concrete (SCC) specifications, a mix that gave a higher compressive strength to the age of seven days has been selected. Then after selecting the appropriate mix, concrete sampl
Externí odkaz:
https://doaj.org/article/f98023268c6748b08a2ff9d4dbcb7b1b