Manuscript Number : IJSRCE204415
Performance and Optimization of PT Beam Using Dynamic Load Condition of Larger Span Structure
Authors(2) :-Neeraj Kumar Verma, Deepak Kumar Bandewar
Many of the complex behaviours of reinforced cement concrete under shear and flexure are yet to be identified to employ this material advantageously and economically. The progress in the understanding and quantitative assessment of the behaviour of member subjected to flexure and shear has been less spectacular. The fundamental nature of shear and diagonal tension strength is not yet clearly understood. So, further basic research should be encountered to determine the mechanism, which results in shear failure of reinforced concrete members. The study presents the study of the behaviour of reinforced concrete deepbeam under seismic ( vibration) loading and the effect of shear reinforcement. The influence of variation of web reinforcement spacing (both vertical and horizontal) on the shear strength of deep R.C. beam is investigated. The general trend in crack pattern, the load deflection characteristics and the mode of failure of deep R.C. beam under two-points loading are also investigated. Through the investigation, it is observed that under two-points loading system, diagonal cracks are usually the first cracks to be observed in the clear span of the deep beam. In this study we will compare deep beam with PT beam in G+10 structure using analysis tool ETABS.
Neeraj Kumar Verma
P.G. Scholar, Department of civil engineering, S.I.R.T.S. Bhopal, Madhya Pradesh, India
Deepak Kumar Bandewar
Asst. Prof., Department of civil engineering, S.I.R.T.S. Bhopal, Madhya Pradesh, India
PT Beam ,Bending moment, Deflection, Shear strength , base shear , story drift
- Abbas H. Mohammed, Nildem Tay?i, Dia Eddin Nassani & Ali K. Hussein, [Finite element analysis and optimization of bonded post-tensioned concrete slabs], Cogent Engineering (2017), 4: 1341288.
- Ankith M.K, N. Jayaramappa and Kiran. T, [FLEXURAL BEHAVIOUR OF POST TENSIONED BEAM], International Journal of Scientific & Engineering Research Volume 9, Issue 7, July-2018.
- Andre Felipe Aparecido de Mello and Rafael Alves de Souza, [Analysis and Design of Reinforced Concrete Deep Beams by a Manual Approach of Stringer-Panel Method], Latin American Journal of Solid and Structures, 2016.
- Ajinkya S. Dixit and V.G. Khurd, [Nonlinear Flexural behavior of Post Tensioned Beam], International Journal for Research in Applied Science & Engineering Technology (IJRASET), ISSN: 2321-9653; IC Value: 45.98; SJ Impact Factor:6.887, Volume 5 Issue X1, November 2017.
- A. Sahu, R. Anubhav Rai, Y.K.Bajpai, Cost Comparison Between RCC & Post-Tensioned Prestressed Beams Spanning 26m, International Journal of Computational Engineering Research (IJCER),ISSN (e): 2250 – 3005,Vol, 04, Issue 6 , June – 2014.
- Dawari, V. B.,and Vesmawala, G. R., “Application Of Nonlinear Concrete Model For Finite Element Analysis Of Reinforced Concrete Beam” International Journal of Scientific & Engineering Research, Volume 5, Issue 9, September-(2014).
- G. Sri Harsha and P. Polu Raju, [Shear Strength of Deep Beams: A State of Art], International Journal of Recent Technology and Engineering (IJRTE), ISSN: 2277-3878, Volume-7, Issue-6C2, April 2019.
Publication Details
Published in : Volume 4 | Issue 4 | July-August 2020
Date of Publication : 2020-08-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 76-84
Manuscript Number : IJSRCE204415
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE204415
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