STUDY OF BEAMS RETROFITTED WITH FERROCEMENT JACKETING

Authors

  • SANDEEP MALIK M.Tech. Student, CBS GROUP OF INSTITUTION, JHAJJAR, Maharashi Dayanand University (MDU), Rohtak

Keywords:

situation, strengthen, aesthetic, easy operating, components i

Abstract

Almost all the structures whether or not industrial, business or housing square measure made of RCC. There structure fare nicely beneath traditional circumstances, however within the event of major earthquakes, higher load imposition etc. The structure might suffer permanent injury. This poses a tougher situation for a structural engineer than constructing a replacement building. This can be owing to variety of restraints associate degree already made building offers like non designed construction, wear & tear etc. Rather than torning apart the structure one will strengthen the deficient structural components of the structure. Due to the advancement in technology with the assistance of non-destructive testing one will simply determine such deficient components. Once known the simplest reply is to retrofit such components. Retrofitting is totally different from repair or rehabilitation. it's primarily a method of strengthening and sweetening of the performance of deficient structural components in an exceedingly structure or of the structure as whole. Retrofitting of deficient buildings may be done by increasing the strength, stiffness and/or plasticity of its specific constituent components or of the complete building. For any building, relying upon the necessity, a mix of the on top of may be selected .Retrofitting of individual members or components is remarked as native retrofitting. 

References

Al-Farabi, M.S.; Baluch, M.H.; Al-Sulaimani, G.J.; and Basunbul, I.A., “Repair of broken R/C Beamsvictimisation outwardly secured Fiber Glass Plates,” Fourth International Conference Structural Failure, sturdiness and Retroffiting, Singapore, July 14-16, pp. 621-628, 1993.

Abdullah a, Katsuki Takiguchi, “An Investigation in to the Behavior and Strength of concrete Columns reinforced with Ferrocement Jackets”, Cement and Concrete Composite, Vol-25, pp233-242, (2003).

Andrews, G., and Sharma, A, K., "Repaired concrete Beams" ACI, Concrete International, Detroit, ppt .47-50 (1998).

Balaguru PN. Ferrocement in bending. PhD Thesis, University of Illinois at Chicago Circle, the Graduate school, 1977. p. 9–24.

Basunbul, I.A., Husain, M., Sharif, A.M., Al-Sulaimani, G.J., and Baluch, M.H., Repair of Shear Cracked R/C Beams with secured External Steel Plates”. Fourth International Conference on Structural, Failure, sturdiness and Retrofitting, Singapore, pp. 629-634 (1993).

Desayi, P., and El-Kholy, S.A., “Deflection and cracking behaviour of light-weight fiberstrengthened ferrocement”, Journal of Ferrocement, Vol. 22, No2, pp 135-150 (1992)

Desia, R., “Field Shake check Programme at Latur, Western Republic of India,” News letter, Earthquake Hazard Centre, New Zealand, V. 3, No.2, pp. 4-5 (1999).

G.J .AL –Sulamani and that i.A. Basunbul “Behavior of ferrocement material underneath direct shear” journal of ferrocement: vol twenty one, No 2, April 1999.

G.J Al-Sulaimani, ., and Basunbul, L.A., “Behaviour of ferrocement material underneath direct shear”. Journal of Ferrocement, Vol 21, No2, pp, 109-117 (1992).

Khaloo AR, Morshed R. Behavior of concrete slabs strengthened with expanded steel plates. In: continuing of fifth International Conference on applied science, Mashhad, Iran, May 2000. p.139–46 [in Persian] .

Downloads

Published

30-06-2015

How to Cite

SANDEEP MALIK. (2015). STUDY OF BEAMS RETROFITTED WITH FERROCEMENT JACKETING. International Journal for Research Publication and Seminar, 6(2). Retrieved from https://jrps.shodhsagar.com/index.php/j/article/view/728

Issue

Section

Original Research Article