CRACK BEHAVIOUR OF FIBER REINFORCED CONCRETE DEEP BEAM WITHOUT STIRRUPS
| Author(s) | : | Chirag g. amin, Tushar n. Patel |
| Institution | : | M.E. structure Department of civil engineering, Sardar vallabhbhai Patel institute of technology, vasad-388306 |
| Published In | : | Vol. 4, Issue 4 — April 2017 |
| Page No. | : | 332-335 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
The present work is deal with experimental study of crack behavior of fiber reinforced concrete deep beamwithout stirrups. For this investigation, the test beam specimen of 150mm in width,500mm,600mm in depth and 1000mmin length. The shear span to depth ratio (a/d) is varied in the range 0.6 and 0.5.all the beam specimens are tested onepoint loading Upto first crack load, crack patterns, modes of failure and crack width are studied in experimentally. Theempirical formula used in shear strength of specimens and central deflection are recorded concisely and precisely.
Chirag g. amin, Tushar n. Patel, “CRACK BEHAVIOUR OF FIBER REINFORCED CONCRETE DEEP BEAM WITHOUT STIRRUPS”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 4, Issue 4, pp. 332-335, April 2017.
