November 1, 2020 Thesis Open Access

HIWOTNAT DESTA HAREGOT

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    <subfield code="a">EXPERIMENTAL STUDY AND FINITE ELEMENT ANALYSIS OF RC COLUMENS INTERNALYY CONFINID WITH GLASS FIBER REINFORCED POLYMER (GFRB) LAYERS</subfield>
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    <subfield code="a">&lt;p&gt;Planning is done as an effort to strengthening for a RC column namely a confinement by&lt;br&gt;
using steel reinforcement. However, it has disadvantage that it cannot confine entire RC&lt;br&gt;
column and it could potentially increase the dead load of structure so that strength and&lt;br&gt;
ductility was not optimal. Steel ties reinforcement cannot provide superior confinement for&lt;br&gt;
reinforced concrete (RC) columns due to constraints on tie spacing and disturbance of&lt;br&gt;
concrete continuity. Therefore investigating use of internally confined with glass fiber&lt;br&gt;
reinforced polymer (GFRP) layers RC column is important for a RC column to achieve&lt;br&gt;
more strength and ductility than conventional RC column. This research investigated&lt;br&gt;
Experimental study and Finite Element Analysis on Reinforced Concrete (RC) columns&lt;br&gt;
internally confined with GFRP layers in additional to regular tie reinforcement by&lt;br&gt;
considering different parameter such as cross sectional shape of columns, area of columns,&lt;br&gt;
GFRP-confined and unconfined specimens and number of internal GFRP layers.&lt;br&gt;
In this thesis, thirteen circular and nineteen square short column specimens were prepared&lt;br&gt;
on experimental program including control groups. Each shape of columns were group by&lt;br&gt;
different cross sectional area, FRP-confined and unconfined specimens and number of&lt;br&gt;
internal GFRP layers&lt;/p&gt;</subfield>
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