STRENGTHNING OF REINFORCED CONCRETE ELEMENT USING GFRP AND REFOR-TEC

Authors

  • Juned Gheri M.Tech Student, Parul University, Vadodara, India
  • Piyush Jain Professor, Civil Engineering Department, Parul University, Vadodara, India
  • Kaizad Engineer Technical Director, Ushta Infinity Construction Co. Pvt. Ltd
  • Harish Sheth Senior Structural Engineer, Ushta Infinity Construction Co. Pvt. Ltd

Keywords:

Strengthening, Glass fiber, one layer – two layer, Refor-tec with varying layers (UHPFRCC)

Abstract

In the last two decades there were very frequent cases of occurrence of earthquake. Which causes the
moderate/severe damage to the reinforced concrete structure repair and rehabilitating is a process whereby an existing
structure is enhanced to increase the probability that the structure will survive for a long period of time and also against
earthquake forces. This can be accomplished through the addition of new structural elements, the strengthening of
existing structural elements and/or the addition of base isolators in this study an experimental study is carried out to
investigate the performance of structure element after the damage and increase the structure element capacity using the
two kind of material and find the optimum results.

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Published

2017-05-25

How to Cite

Juned Gheri, Piyush Jain, Kaizad Engineer, & Harish Sheth. (2017). STRENGTHNING OF REINFORCED CONCRETE ELEMENT USING GFRP AND REFOR-TEC. International Journal of Advance Engineering and Research Development (IJAERD), 4(5), 727–733. Retrieved from https://ijaerd.org/index.php/IJAERD/article/view/4891

Issue

Vol. 4 No. 5 (2017): Volume 4 Issue 5 May 2017

Section

Articles