Call for Papers:Vol.11 Issue.4

Submission
Last date		 28-Aug-2025
Acceptance Status In One Day
Paper Publish In Two Days
Submit ManuScript

News & Updates

Submit Article

Dear Authors, Article publish in our journal for Volume-11,Issue-4. For article submission on below link: Submit Manuscript


Join As Board

Dear Reviewer, You can join our Reviewer team without given any charges in our journal. Submit Details on below link: Join As Board


Paper Publication Charges

IJARIIE APP
Download Android App

For Authors

Archives

IJARIIE Board

Downloads

Android App

Download IJARIIE APP

Authors

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

Copy and paste a formatted citation or use one of the links to import into a bibliography manager and reference.

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 : 21 April 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 : 21 April 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 : 21 April 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 (21 April 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 : 21 April 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
BibTex EndNote RefMan RefWorks

Number Of Downloads


Last download on 4/21/2025 9:32:54 AM

Save in Google Drive

Similar-Paper

TitleArea of ResearchAuther NameAction
Predicting Cement Hydration and Mechanical Performance with Machine Learning and Supplementary Cementitious MaterialsConstruction EngineeringRAJAT PANDEY Download
Use of Rice Straw Ash as Cement Replacement Material in ConcreteCivil EngineeringV. John Sundar Raj Download
How Plastic Waste can be Utilized for the Stabilization of Soils for Road Pavement ConstructionCivil EngineeringAper E. Zava Download
ENHANCING THEORETICAL LEARNING IN ENGINEERING EDUCATION THROUGH AUGMENTED REALITYCIVIL ENGINEERING FELIX BIKETI Download
AUGMENTED REALITY AS A TOOL FOR PRACTICAL SKILLS DEVELOPMENT IN BUILDING AND CIVIL ENGINEERING PROGRAMMESCIVIL ENGINEERING FELIX BIKETI Download
EXPERIMENTAL INVESTIGATION AND ANALYSIS OF BAMBOO FRAMECIVIL ENGINEERINGMAHESWARI K Download
PARTIAL REPLACEMENT OF CEMENT USING SUGARCANE BAGGASE ASH TO ENCHANCE THE STRENGTH OF CONCRETECivil EngineeringDhanraj Balu Vitekar Download
HEC-RAS BASED HYDRAULIC MODELING OF PUS RIVER FOR FLOOD MANAGEMENTCivil Engineering Kunal D Manwar Download
Sewage water treatment plantCivil engineeringBhoopesh Ghorse Download
To increase the compressive strength of concrete by replacing fine aggregate with shredded steel wasteCivil EngineeringChandan Kumar Download
Analysis and Design of E-Waste Management: Enhancing Concrete with Recycled E-Wastecivil Engineering Palak Tomar Download
SUBGRADE STABILIZATION OF EXPANSIVE SOIL USING LIQUID POLYMERCivil engineering Deepak Singh Download
Study of Physical Characteristics of Self-healing ConcreteCivil EngineeringAbhay Singh Download
Purification of textile waste waterCivil engineering Satendra Mishra Download
STABILISATION OF BLACK COTTON SOIL USING HUMAN HAIR AND GYPSUMCIVIL ENGINEERINGDHEERAJ KUMAR PATEL Download
12