Effect of Axial load on deformation capacity of RC 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; Axial load; High strength concrete; Ductility

Abstract

Generally, it is believed that ultimate displacement of RC member is based on strength of the member. This definition does not
reflect the true deformation capacity of member. Thus, present study is carried out to quantify the effect of axial load on
deformation capacity of RC column. The study provides a clear insight into the fundamental mechanism of concrete structural
deformation.

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Published

2015-12-25

How to Cite

N. G. Patoliya, & Prof. C. S. Sanghvi. (2015). Effect of Axial load on deformation capacity of RC column. International Journal of Advance Research in Engineering, Science & Technology, 2(12), 1–6. Retrieved from https://ijarest.org/index.php/ijarest/article/view/345

Issue

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

Section

Articles