International Journal of Scientific Research and Engineering Development

International Journal of Scientific Research and Engineering Development


( International Peer Reviewed Open Access Journal ) ISSN [ Online ] : 2581 - 7175

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Studying the Effect of Lateral Confinement on the Efficiency of Historic RC Columns



    International Journal of Scientific Research and Engineering Development (IJSRED)

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Published Issue : Volume-3 Issue-4
Year of Publication : 2020
Unique Identification Number : IJSRED-V3I4P39
Authors : Ahmed K. A. El-Zohari , Khaled S.A. Morsy , Magdy M.M. Genidi, Tarek A. Elsayed


MLA


MLA Style: Ahmed K. A. El-Zohari, Khaled S.A. Morsy, Magdy M.M. Genidi, Tarek A. Elsayed "Studying the Effect of Lateral Confinement on the Efficiency of Historic RC Columns" International Journal of Scientific Research and Engineering Development (IJSRED) Vol3-Issue4 | 282-288.


APA Style: Ahmed K. A. El-Zohari, Khaled S.A. Morsy, Magdy M.M. Genidi, Tarek A. Elsayed. Studying the Effect of Lateral Confinement on the Efficiency of Historic RC Columns. International Journal of Scientific Research and Engineering Development (IJSRED) Vol3-Issue4 | 282-288.


Abstract :

Columns are significant auxiliary components since they are the principle supporting components in RC structures.in a few cases the craving to change the action of the solid structure causes an expansion in the heaps on the structure. As of late new materials have been created to improve the presentation of these basic components. In this exploration, the square and rectangular solid sections were reinforced utilizing basalt strands and contrasted with glass and carbon filaments. The practical program was conducted on five column specimen divided into three groups; all specimens have square cross-section, sized 200mm2 x 150mm (height). The first group consists of one column designated by CR1 with a variable stress. Where CR1 is Fcu=10N/mm² represents the behavior of control column reference specimens without any strengthening.The second group consisted of two specimens’ first specimen Is strengthened with two layer of Basalt Fiber for partial confinement and second specimen Is strengthened with two layers of Basalt Fiber for total confinement. The third group consisted of two specimens’ first specimen Is strengthened with one layer of carbon Fiber for partial confinement and second specimen Is strengthened with one layers of carbon Fiber for total confinement. Test outcomes show that limiting of the R. C. segments utilizing various Types of fortifying outcomes in huge improvement of the general conduct of the sections. Wrapping utilizing BFRP and CFRP upgrades malleability and extreme quality too; the hypothetical outcomes had been determined by the ECP condition and contrasted with the exploratory outcomes. Through the reasonable investigation, obviously there is an improvement in the section limit and conduct of every fortified segment by basalt fiber and carbon contrasted with the unstrengthen segments. The outcomes in this investigation show that fortified solid sections reinforced via carbon fiber are progressively successful by increment the limit of the segment than the basalt fiber. In any case.