Effect of confinement reinforcement on flexural behaviour of column

Authors

  • N. G. Patoliya Narmada, Water Resources, Water Supply and Kalpsar Department, Government of Gujarat
  • Prof. C. S. Sanghvi Applied Mechanics Department, L. D. College of Engineering

Keywords:

Bridge pier behavior; Confinement reinforcement; Flexural capacity; High strength concrete; Ductility

Abstract

Analytical study for the inelastic behavior and ductility capacity of confined reinforced concrete bridge piers under the
horizontal loading is presented. Simple expressions for the yield curvature of circular and rectangular reinforced concrete
column cross section are presented here, based on moment-curvature analysis. This study includes the material nonlinearity,
tensile, compressive and shear models for cracked concrete and reinforcing steel. The analytical results reveal that the addition
of confinement would enhance the flexural capacity of column.

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Published

2015-12-25

How to Cite

N. G. Patoliya, & Prof. C. S. Sanghvi. (2015). Effect of confinement reinforcement on flexural behaviour of column. International Journal of Advance Research in Engineering, Science & Technology, 2(12), 7–11. Retrieved from https://ijarest.org/index.php/ijarest/article/view/346

Issue

Vol. 2 No. 12 (2015): Volume: 02, Issue: 12 - December, 2015.

Section

Articles