Structural Response of Repaired RCC Beams in Flexure

Authors

  • Angoth Anurag
  • K. Dinesh Kumar
  • Ch. SriharaTirumala Devi

Abstract

Reinforced concrete structural elements are found to exhibit deformation, even before their life span. Due to heavy loads, corrosion and several effects. This strengthening and enhancement of the performance of such deformed and distressed structural elements in a structure is referred to as retrofitting. The immeasurably significant issue to be tended to in retrofitting is life safety.

Some retrofit necessities would address the issue of life security, while recognizing that some auxiliary harm may happen.. The Ferro cement has customary fortified lighter weight, simplicity of development, more slender segment when contrasted with RCC and a high elasticity which makes it an ideal material for construction moreover. In the present theory RC pillars are effected by a prefixed level of the sheltered burden are retrofitted utilizing. Ferro concrete to build the quality of beam in shear and flexure, the chicken mesh put along the longitudinal hub of the bar. From the investigation it is seen that the sheltered burden conveying limit of rectangular RC components retrofitted by Ferro concrete covers is altogether expanded with work utilized for retrofitting.

In this paper Reinforced concrete(RC) beams may stressed to a prefixed level of the protected burden are retrofitted utilizing Ferro cement (FC) to build the quality of beam in flexure, the chicken mesh is put along the major axis of the member. From the investigation it is seen that the safe load carrying capacity of rectangular Reinforced concrete(RC) members  retrofitted by Ferro concrete covers is essentially expanded with chicken mesh utilized for retrofitting.

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Published

2020-03-27

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Section

Articles