A platform for research: civil engineering, architecture and urbanism
Role of Diagonal Bars in Reinforced Concrete Deep Beams Tested Under Static Load
Four deep beam specimens were tested to investigate the role of diagonal bars. This study shows that the presence of diagonal bars increases the shear strength and ductility of deep beam specimens. In addition, test results also show that specimens loaded through stub, instead of bearing plate, generally gives higher shear strength due to steeper strut inclination angle. The strength of a deep beam can be predicted using ACI 318 strut-and-tie model with conservatism.
Role of Diagonal Bars in Reinforced Concrete Deep Beams Tested Under Static Load
Four deep beam specimens were tested to investigate the role of diagonal bars. This study shows that the presence of diagonal bars increases the shear strength and ductility of deep beam specimens. In addition, test results also show that specimens loaded through stub, instead of bearing plate, generally gives higher shear strength due to steeper strut inclination angle. The strength of a deep beam can be predicted using ACI 318 strut-and-tie model with conservatism.
Role of Diagonal Bars in Reinforced Concrete Deep Beams Tested Under Static Load
Lecture Notes in Civil Engineering
Kristiawan, Stefanus Adi (editor) / Gan, Buntara S. (editor) / Shahin, Mohamed (editor) / Sharma, Akanshu (editor) / Lim, Erwin (author) / Ramli, Rahmat (author)
International Conference on Rehabilitation and Maintenance in Civil Engineering ; 2021 ; Surakarta, Indonesia
2022-07-19
9 pages
Article/Chapter (Book)
Electronic Resource
English
Structural performance of concrete beams reinforced with diagonal FRP bars
British Library Conference Proceedings | 1995
|Earthquake-resistant fibre-reinforced concrete coupling beams without diagonal bars
British Library Conference Proceedings | 2016
|Hysteretic Behavior of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars
Trans Tech Publications | 2013
|Hysteretic Behavior of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars
British Library Conference Proceedings | 2013
|