Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Muhaned A. Shallal"'
Autor:
Salam Maytham AlObaidi, Mohammed Abbas Mousa, Aqil M. Almusawi, Muhaned A. Shallal, Saif Alzabeebee
Publikováno v:
Infrastructures, Vol 9, Iss 10, p 187 (2024)
Concrete-filled steel tube (CFST) beams have shown their flexural effectiveness in terms of stiffness, strength, and ductility. On the other hand, composite bridge girders demand durable and ductile girders to serve as tension members, while the conc
Externí odkaz:
https://doaj.org/article/713c97a61561456ea26ccaddedf6a3fe
Autor:
Khawala A. Farhan, Muhaned A. Shallal
Publikováno v:
Archives of Civil Engineering, Vol Vol. 66, Iss No 2, Pp 235-251 (2020)
The main objective of this study is to highlight the performance of beams composed of lightweight concretefilled steel tubes (square and circle sections) composite with reinforced concrete deck slab. A total of nine composite beams were tested includ
Externí odkaz:
https://doaj.org/article/3a3421ad97634608ad3295bb44f588cc
Publikováno v:
Journal of Engineering and Sustainable Development, Vol 11, Iss 2 (2007)
Compressive strength and modulus of elasticity of plain and steel fiber reinforced concrete, both before and after exposure to high temperatures were investigated in this study. Two fiber volume fractions of 0.5% and 1.0% were used. Three temperature
Externí odkaz:
https://doaj.org/article/98846586f341438eb99b76d3f37c4fc4
Publikováno v:
Asian Journal of Civil Engineering. 24:179-188
Publikováno v:
Al-Qadisiyah Journal for Engineering Sciences. 13:167-174
In this study, three specimens of Warren truss girders composite with concrete deck slab were tested experimentally under a central monotonic load to study the effect of the existence of concrete inside the chords. The load capacity, deflection, slip
Autor:
Muhaned A. Shallal, Khawla A. Farhan
Publikováno v:
Al-Qadisiyah Journal for Engineering Sciences. 12:225-231
This study presents an experimental investigation for push-out tests in order to evaluate the performance of continuous perfobond connectors. A total of five specimens composed of light-weight concrete-filled steel tubes (square and circle sections)
Autor:
Muhaned A. Shallal, Marwa M. Thejeel
Publikováno v:
Al-Qadisiyah Journal for Engineering Sciences. 12:98-104
Concrete filled steel tube one of the most important modern innovations in the world. This paper studies the performance of steel tube truss girders filled with self-compacting concrete. Four CFST truss girders specimens tested. The first novelty in
Publikováno v:
Archives of Civil Engineering, Vol 64, Iss 2, Pp 187-199 (2018)
Reinforced concrete is one of the most widely used structural components about which much scientific research has been conducted; however, some of its characteristics still require further research. The main focus of this study is the effect of direc
Autor:
Noor M. Laibi, Muhaned A. Shallal
Publikováno v:
Journal of Physics: Conference Series. 1895:012058
The temperature difference between the inside and outside of the concrete bridge causes the appearance of early cracks in the concrete bridge. The thermal cracks are appeared on surfaces or inside the bridge body. The sources of the thermal loads com
Autor:
Muhaned A. Shallal, Ali. K. Tahir
Publikováno v:
Journal of Physics: Conference Series. 1895:012065
The push-out test used in this study to present the performance of continuous perfobond connectors. A total of seven specimens that are composed of lightweight concrete-filled steel tubes with two reinforced blocks were tested. The main investigated