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Title: :  Comparison of Shear Values of Concrete Beams by Different Codes and Equations for Various Shear Span to Depth Ratios
PaperId: :  6576
Published in:   International Journal Of Advance Research And Innovative Ideas In Education
Publisher:   IJARIIE
e-ISSN:   2395-4396
Volume/Issue:    Volume 3 Issue 5 2017
DUI:    16.0415/IJARIIE-6576
Licence: :   IJARIIE is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

Author NameAuthor Institute
Abhijit Sopan MehetreDr. V.V.P. College of Engineering,Vilad Ghat,Ahmednagar
Prof. Pankaj B. AutadeDr. V.V.P. College of Engineering,

Abstract

Civil Engineering
shear model, shear span to depth ratio (a/d)
Shear capacity of the reinforced concrete beam depends upon various parameters. On the basis of different parameters, ample studies have been done to assured the authentic deportment of shear failure. Though ample studies carried out on shear failure of concrete beam still it is controversial regarding the exact shear behaviour of reinforced cement concrete structure elements. In this work the comparative study of reinforced concrete beams having no shear reinforcement by utilizing different design approaches like ACI, Canadian, IS Code, CEP-FIP Model, Zsutty equation and Bazant equation. An attempt has been made to study shear strength of concrete beams with various shear span to depth ratios (a/d = 1, 2 & 3) and different longitudinal steel ratios with no shear reinforcement and compare the experimental results with the available shear models. Six shear models for comparison are considered namely, ACI Code, Canadian Code, IS Code, CEP-FIP Model, Zsutty equation and Bazant equation. With the discussion on shear models and the experimental studies conducted on beams with no shear reinforcement it is seen that ACI Code gives lower shear values of reinforced concrete beams as compare to the experimental values. The shear resistance of member predicted based on Canadian code, underestimates the actual shear capacity of member at all a/d ratios. CEP-FIP model shows lower values of shear capacity at all a/d ratios. The Results of Zsutty equation are close as compare to other codes and equations with experimental test data. Bazant equation gives higher Shear values than the experimental test data. The New Simplified Equation includes almost all the parameters required to predict the shear capacity of concrete beams. Therefore a single simplified equation can be used to predict the shear capacity of beams.

Citations

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IJARIIE Abhijit Sopan Mehetre, and Prof. Pankaj B. Autade. "Comparison of Shear Values of Concrete Beams by Different Codes and Equations for Various Shear Span to Depth Ratios" International Journal Of Advance Research And Innovative Ideas In Education Volume 3 Issue 5 2017 Page 227-236
MLA Abhijit Sopan Mehetre, and Prof. Pankaj B. Autade. "Comparison of Shear Values of Concrete Beams by Different Codes and Equations for Various Shear Span to Depth Ratios." International Journal Of Advance Research And Innovative Ideas In Education 3.5(2017) : 227-236.
APA Abhijit Sopan Mehetre, & Prof. Pankaj B. Autade. (2017). Comparison of Shear Values of Concrete Beams by Different Codes and Equations for Various Shear Span to Depth Ratios. International Journal Of Advance Research And Innovative Ideas In Education, 3(5), 227-236.
Chicago Abhijit Sopan Mehetre, and Prof. Pankaj B. Autade. "Comparison of Shear Values of Concrete Beams by Different Codes and Equations for Various Shear Span to Depth Ratios." International Journal Of Advance Research And Innovative Ideas In Education 3, no. 5 (2017) : 227-236.
Oxford Abhijit Sopan Mehetre, and Prof. Pankaj B. Autade. 'Comparison of Shear Values of Concrete Beams by Different Codes and Equations for Various Shear Span to Depth Ratios', International Journal Of Advance Research And Innovative Ideas In Education, vol. 3, no. 5, 2017, p. 227-236. Available from IJARIIE, http://ijariie.com/AdminUploadPdf/Comparison_of_Shear_Values_of_Concrete_Beams_by_Different_Codes_and_Equations_for_Various_Shear_Span_to_Depth_Ratios_ijariie6576.pdf (Accessed : 16 July 2025).
Harvard Abhijit Sopan Mehetre, and Prof. Pankaj B. Autade. (2017) 'Comparison of Shear Values of Concrete Beams by Different Codes and Equations for Various Shear Span to Depth Ratios', International Journal Of Advance Research And Innovative Ideas In Education, 3(5), pp. 227-236IJARIIE [Online]. Available at: http://ijariie.com/AdminUploadPdf/Comparison_of_Shear_Values_of_Concrete_Beams_by_Different_Codes_and_Equations_for_Various_Shear_Span_to_Depth_Ratios_ijariie6576.pdf (Accessed : 16 July 2025)
IEEE Abhijit Sopan Mehetre, and Prof. Pankaj B. Autade, "Comparison of Shear Values of Concrete Beams by Different Codes and Equations for Various Shear Span to Depth Ratios," International Journal Of Advance Research And Innovative Ideas In Education, vol. 3, no. 5, pp. 227-236, Sep-Oct 2017. [Online]. Available: http://ijariie.com/AdminUploadPdf/Comparison_of_Shear_Values_of_Concrete_Beams_by_Different_Codes_and_Equations_for_Various_Shear_Span_to_Depth_Ratios_ijariie6576.pdf [Accessed : 16 July 2025].
Turabian Abhijit Sopan Mehetre, and Prof. Pankaj B. Autade. "Comparison of Shear Values of Concrete Beams by Different Codes and Equations for Various Shear Span to Depth Ratios." International Journal Of Advance Research And Innovative Ideas In Education [Online]. volume 3 number 5 (16 July 2025).
Vancouver Abhijit Sopan Mehetre, and Prof. Pankaj B. Autade. Comparison of Shear Values of Concrete Beams by Different Codes and Equations for Various Shear Span to Depth Ratios. International Journal Of Advance Research And Innovative Ideas In Education [Internet]. 2017 [Cited : 16 July 2025]; 3(5) : 227-236. Available from: http://ijariie.com/AdminUploadPdf/Comparison_of_Shear_Values_of_Concrete_Beams_by_Different_Codes_and_Equations_for_Various_Shear_Span_to_Depth_Ratios_ijariie6576.pdf
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