Paper Title :Finite Element Analysis of Jacketed Reinforced Concrete Column Subjected to Uniaxial Load with Varying the Smaller dia Transverse Bars(TIES)
Author :Pramod K R, N.Lakshminarasimaiah, Raghavendra R
Article Citation :Pramod K R ,N.Lakshminarasimaiah ,Raghavendra R ,
(2018 ) " Finite Element Analysis of Jacketed Reinforced Concrete Column Subjected to Uniaxial Load with Varying the Smaller dia Transverse Bars(TIES) " ,
International Journal of Advances in Science, Engineering and Technology(IJASEAT) ,
pp. 93-99,
Volume-6,Issue-1,Special Issue - 1
Abstract : Strengthening of the reinforced concrete structures is one of the most difficult and important tasks of civil
engineering. Individual approach to the problem is a necessity since any ready-made solution can be applied. One of the
prime objectives is to provide detailed technical and cost-effective analyses. Structures must be carefully examined in order
to determine their technical condition, to find reasons for deterioration and strengthening as well as to establish service
requirements of the reinforced structures. It is also essential to analyze their technical design, dig out open pits and carry out
suitable measurements. Cost-effectiveness of each of the proposed strengthening techniques should be considered and
compared to the cost of a new structure. The strengthening methods applied should ensure the required safety margin and
guarantee a sufficient reliability over time Concrete is the 2nd prominent criteria utilized in the world after water. In this
paper the retrofitting is done for reinforced concrete columns for varies thickness to existing column. The confinement
capacity is checked using the finite element software for different grade of mix proportion.
Keywords - Concrete, NISA, Laterial ties
Type : Research paper
Published : Volume-6,Issue-1,Special Issue - 1
DOIONLINE NO - IJASEAT-IRAJ-DOIONLINE-11299
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Published on 2018-04-23 |
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