Rehabilitation of Reinforced Concrete Corner Beam-Column Joints Subjected to Damage.

Volume 17 , Issue 3 , September 2015 , Pages 205-214

Authors

¹ Faculty of Engineering - Sulaimani University

Important structural properties related to strength and deformations of corner beam-

column joints damaged and strengthened were studied in this investigation. For this

purpose a total of 18 corner beam-column joints divided into five groups were cast and

tested. The cross sections were 150mm X 200mm and 150mm X 250mm for the beam

and column, respectively. The legs of each beam and column were 900mm. Group1

specimens were consisted of two control specimens tested to failure. Other groups

specimens each consisted of four specimens, two of which were tested up to first crack

loading and the other two were tested up to 80% of the expected ultimate load. After

preloading, the damaged specimens were strengthened in such a way that Group2 were

strengthened with strip of CFRP, Group3 with steel plate strip, Group4 with ferrocement,

and Group5 with full CFRP sheets. After strengthening process, the strengthened

specimens were retested to failure. The test results indicated that the process of the

rehabilitations is successful. After strengthening, the ultimate load was increased by

38.3, 4.25, 6.3, and 42.5 % for Group2, 3, 4, and 5, respectively. The stiffness of the

strengthened specimens increased compared to the control specimens. The better

strengthening technique was those specimens strengthened with full CFRP sheets. The

effect of cracking due to preloading on the flexural behavior of strengthened beam-

column joint was found to be insignificant.

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