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Call for Papers:Vol.11 Issue.3

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Title: :  EFFECT OF CONFINEMENT ON CURVATURE DUCTILITY OF REINFORCED CONCRETE BEAMS
PaperId: :  20729
Published in:   International Journal Of Advance Research And Innovative Ideas In Education
Publisher:   IJARIIE
e-ISSN:   2395-4396
Volume/Issue:    Volume 9 Issue 3 2023
DUI:    16.0415/IJARIIE-20729
Licence: :   IJARIIE is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Author NameAuthor Institute
RISHAV KUMARMILLENNIUM INSTITUTE OF TECHNOLOGY, BHOPAL
Afzal KhanMILLENNIUM INSTITUTE OF TECHNOLOGY, BHOPAL

Abstract

civil engineering
RCC building, IDR, PCF, OPENSEES
It is a fact that the strength and ductility of the concrete is highly dependent on the confinement level provided by the lateral reinforcement. In the current design codes design of strength is separated with deformability. Evaluation of deformability is independent of some key parameters of concrete and steel. In the present study curvature ductility of a RCC beams with different level of confinements are calculated analytically following Hong K N and Han S H Model 1 and Saaticioglu and Razvi Model 2 and compared with experimental results. Six rectangular RCC beams having same cross section and main reinforcements are analyzed by using OPENSEES software. Different level of lateral confinement in beams is induced by two legged and three legged stirrups provided with three different spacing. For experimental study six RCC beams are cast with stirrups provided at spacing of 100 mm, 150 mm and 250 mm. Three beams are cast with two legged and three beams are cast with three legged stirrups. Analytical observation is that the curvature ductility increases with decrease in spacing of stirrups and increase in number of legs of stirrups i.e. lateral confinement increases the curvature ductility of beam. The variation with respect to spacing is more compared to number of legs of stirrups. It is proven by using both models. The same trends are observed through experimental results. Analytical results following Saatcioglu and Razvi Model are found to be in well agreement with the experimental results.

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IJARIIE RISHAV KUMAR, and Afzal Khan. "EFFECT OF CONFINEMENT ON CURVATURE DUCTILITY OF REINFORCED CONCRETE BEAMS" International Journal Of Advance Research And Innovative Ideas In Education Volume 9 Issue 3 2023 Page 3731-3740
MLA RISHAV KUMAR, and Afzal Khan. "EFFECT OF CONFINEMENT ON CURVATURE DUCTILITY OF REINFORCED CONCRETE BEAMS." International Journal Of Advance Research And Innovative Ideas In Education 9.3(2023) : 3731-3740.
APA RISHAV KUMAR, & Afzal Khan. (2023). EFFECT OF CONFINEMENT ON CURVATURE DUCTILITY OF REINFORCED CONCRETE BEAMS. International Journal Of Advance Research And Innovative Ideas In Education, 9(3), 3731-3740.
Chicago RISHAV KUMAR, and Afzal Khan. "EFFECT OF CONFINEMENT ON CURVATURE DUCTILITY OF REINFORCED CONCRETE BEAMS." International Journal Of Advance Research And Innovative Ideas In Education 9, no. 3 (2023) : 3731-3740.
Oxford RISHAV KUMAR, and Afzal Khan. 'EFFECT OF CONFINEMENT ON CURVATURE DUCTILITY OF REINFORCED CONCRETE BEAMS', International Journal Of Advance Research And Innovative Ideas In Education, vol. 9, no. 3, 2023, p. 3731-3740. Available from IJARIIE, https://ijariie.com/AdminUploadPdf/EFFECT_OF_CONFINEMENT_ON_CURVATURE_DUCTILITY_OF_REINFORCED_CONCRETE_BEAMS_ijariie20729.pdf (Accessed : ).
Harvard RISHAV KUMAR, and Afzal Khan. (2023) 'EFFECT OF CONFINEMENT ON CURVATURE DUCTILITY OF REINFORCED CONCRETE BEAMS', International Journal Of Advance Research And Innovative Ideas In Education, 9(3), pp. 3731-3740IJARIIE [Online]. Available at: https://ijariie.com/AdminUploadPdf/EFFECT_OF_CONFINEMENT_ON_CURVATURE_DUCTILITY_OF_REINFORCED_CONCRETE_BEAMS_ijariie20729.pdf (Accessed : )
IEEE RISHAV KUMAR, and Afzal Khan, "EFFECT OF CONFINEMENT ON CURVATURE DUCTILITY OF REINFORCED CONCRETE BEAMS," International Journal Of Advance Research And Innovative Ideas In Education, vol. 9, no. 3, pp. 3731-3740, May-Jun 2023. [Online]. Available: https://ijariie.com/AdminUploadPdf/EFFECT_OF_CONFINEMENT_ON_CURVATURE_DUCTILITY_OF_REINFORCED_CONCRETE_BEAMS_ijariie20729.pdf [Accessed : ].
Turabian RISHAV KUMAR, and Afzal Khan. "EFFECT OF CONFINEMENT ON CURVATURE DUCTILITY OF REINFORCED CONCRETE BEAMS." International Journal Of Advance Research And Innovative Ideas In Education [Online]. volume 9 number 3 ().
Vancouver RISHAV KUMAR, and Afzal Khan. EFFECT OF CONFINEMENT ON CURVATURE DUCTILITY OF REINFORCED CONCRETE BEAMS. International Journal Of Advance Research And Innovative Ideas In Education [Internet]. 2023 [Cited : ]; 9(3) : 3731-3740. Available from: https://ijariie.com/AdminUploadPdf/EFFECT_OF_CONFINEMENT_ON_CURVATURE_DUCTILITY_OF_REINFORCED_CONCRETE_BEAMS_ijariie20729.pdf
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