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Cyclic behavior of beams rehabilitated by reinforced concrete layers
Author(s) -
Aykaç Sabahattin,
Özbek Eray,
Tankut Ali Tugrul
Publication year - 2021
Publication title -
structural concrete
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.912
H-Index - 34
eISSN - 1751-7648
pISSN - 1464-4177
DOI - 10.1002/suco.202000296
Subject(s) - ductility (earth science) , structural engineering , materials science , reinforced concrete , beam (structure) , layer (electronics) , composite material , monotonic function , engineering , creep , mathematics , mathematical analysis
Abstract One of the well‐known methods for rehabilitation of insufficient or damaged reinforced concrete (RC) beams is to add a new RC layer. Although RC beams strengthened or repaired in this way have proved themselves under monotonic and repeated loads, the behavior under cyclic loads has not been adequately investigated yet. In this experimental research, beams were strengthened, repaired, or revived (repaired after heavy damage) using familiar RC layer adding methods and tested under reversal cyclic loading. Ten half‐scaled specimens, composed of columns and a beam, were prepared and 18 tests were conducted on these specimens. The obtained results showed that the strengthened and repaired beams mostly could achieve the monolithic behavior. However, sufficient ductility could not be maintained for the revived ones.