Effect on Deformation due to Presence of Extra Bars in Column Heads
Satish Parmar1, Chaitanya Mishra2, Ramakant Agrawal3
1Mr. Satish Parmar*, M. Tech in Structural Engineering in Department of Civil Engineering, Medi-Caps University, Indore, Madhya Pradesh.
2Prof. Chaitanya Mishra, Assistant Professor, Department of Civil Engineering. Medi-Caps University, Indore, Madhya Pradesh.
3Dr. Ramakant Agrawal, Head, Department of Civil Engineering, Medi-Caps University, Indore, Madhya Pradesh.
Manuscript received on January 16, 2020. | Revised Manuscript received on January 23, 2020. | Manuscript published on February 10, 2020. | PP: 1919-1922 | Volume-9 Issue-4, February 2020. | Retrieval Number: D1673029420/2020©BEIESP | DOI: 10.35940/ijitee.D1673.029420
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Abstract: The purpose of the work is to investigate the effect of additional bars at column ends, when column is subjected to axial load. Due to this; reduction in the axial and lateral deformations of heads of the column are examined. The experimental study examined both ends’ behaviour after providing extra bar at top head and bottom head of the column and experimental values indicate that presence of extra bars in column heads decreases axial and lateral deformation in the heads. The experimental values of axial and lateral deformations were validated with the help of ANSYS software. The variation in these values with respect to percentage of steel and grade of concrete is also studied.
Keywords: Column Head, Axial Deformation, Lateral Deformation, M20, M25, RCC Column
Scope of the Article: Column Head