Prediction Of Maximum Crack Width For Moderate Deep Beam
| Author(s) | : | Mr.Rushabh Dobaria, Dr. V.R. Patel, Mr.H.K.Patel |
| Institution | : | pplied Mechanics Department, Maharaja Sayajirao University of Baroda |
| Published In | : | Vol. 6, Issue 7 — July 2019 |
| Page No. | : | 22-27 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
A new formula for predicting maximum crack width in reinforced concrete moderate deep beams have beendeveloped incorporating size effect parameters. Ratio of effective length to overall depth of beam, diameter of bar,longitudinal reinforcement ratio have been taken as modifying factor for crack width prediction formula. The performanceof proposed formula is checked using the author’s test results which includes maximum crack width measurement, crackpattern, modes of failure, propagation load, ultimate and first crack load etc. from 10 reinforced concrete beams withoutshear reinforcement. The results of proposed formula well correlates with the experimental results.
Mr.Rushabh Dobaria, Dr. V.R. Patel, Mr.H.K.Patel, “Prediction Of Maximum Crack Width For Moderate Deep Beam”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 6, Issue 7, pp. 22-27, July 2019.
