EFFECT OF CORROSION ON LATERAL CYCLIC PERFORMANCE OF FIBER REINFORCED CONCRETE COLUMN
For reinforced concrete (RC) structures exposed to marine environment, chloride attack is one of the main cause of corrosion. Corrosion can attack structural elements such as beams, slab, and columns at coastal buildings, for instance, port. Damage caused by corrosion on columns will reduce the s...
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Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/37060 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | For reinforced concrete (RC) structures exposed to marine environment, chloride
attack is one of the main cause of corrosion. Corrosion can attack structural
elements such as beams, slab, and columns at coastal buildings, for instance, port.
Damage caused by corrosion on columns will reduce the structure’s seismic ability
when earthquake occurs. Researchers have tried to find breakthroughs to mitigate
corrosion’s damage on RC structures. One of the proposed ideas is to add
polypropylene in concrete mix. This thesis will try to evaluate the cyclic
performance of corroded RC column with polypropylene fiber addition.
The focus of this research is to compare the performance of structural RC elements
with and without fiber addition at various corrosion level. There were 2 stages of
experiments in laboratory. First, tensile tests were conducted on RC cylindrical
specimens with corroded reinforcement to evaluate the tension-stiffening effects.
Second, cyclic tests were conducted on corroded RC columns to evaluate cyclic
performance. Corrosion level used in this research were 0%, 5%, 10%, dan 30% for
1.00% polypropylene specimens, while fiber percentage used in concrete mix for
tensile specimens were 0%, 025%, 0.50%, 0.75%, dan 1.00% of total volume.
From the experiment results, it was concluded that fiber addition was not able to
compensate the decrease of maximum load that could be borne by the corroded
specimens. However, polypropylene addition were able to improve the specimens’s
crack behavior. This was shown by the smaller cracks width and spacing compared
to specimen without fiber addition at same corrosion level. RC columns with fiber
addition were also able to dissipate larger energy up to 5% corrosion level, with the
increase of energy dissipation around 24.67%. In addition, RC columns with
polypropylene had better ductility compared to column without fiber addition. |
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