CRACK BEHAVIOUR OF FIBER REINFORCED CONCRETE DEEP BEAM WITHOUT STIRRUPS

Authors

  • Chirag g. amin M.E. structure Department of civil engineering, Sardar vallabhbhai Patel institute of technology, vasad-388306
  • Tushar n. Patel Assistant professor, Sardar vallabhbhai Patel institute of technology, vasad-388306

Keywords:

R.c deep beam, crack, steel fiber, polyester fiber, concrete, a/d ratio

Abstract

The present work is deal with experimental study of crack behavior of fiber reinforced concrete deep beam
without stirrups. For this investigation, the test beam specimen of 150mm in width,500mm,600mm in depth and 1000mm
in 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. The
empirical formula used in shear strength of specimens and central deflection are recorded concisely and precisely.

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Published

2017-04-25

How to Cite

Chirag g. amin, & Tushar n. Patel. (2017). CRACK BEHAVIOUR OF FIBER REINFORCED CONCRETE DEEP BEAM WITHOUT STIRRUPS. International Journal of Advance Engineering and Research Development (IJAERD), 4(4), 332–335. Retrieved from https://ijaerd.org/index.php/IJAERD/article/view/2549

Issue

Vol. 4 No. 4 (2017): Volume 4 Issue 4 April 2017

Section

Articles