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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.8, no.2, 2008³â, pp.113-119
¿¬¼Ó¼¶À¯ ½ÃÆ®·Î º¸°­µÈ RC ºÎÀçÀÇ ¸ð¼­¸® Çü»ó¿¡ µû¸¥ º¸°­ È¿À²¿¡ °üÇÑ ¿¬±¸
( Strengthening Efficiency for the Various Corner Shapes of RC Member confined with Continuous Fiber Sheets )
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Recently, fiber reinforced polymers(FRP) composite materials are used extensively in the rehabilitation of concrete structural members. A main application is to wrap beams and columns using the continuous fibers sheets to improve their strength and ductility. The corner chamfering affects significantly the performance of the continuous fibers sheets, and could lead to environmental problem with waste and dust. The main purpose of this paper is to verify the effect of corner conditions on the strength of the continuous fiber sheets, and to introduce new attached components which can avoid environmental problem. A total of 15 specimens were tested and carefully checked for three types of continuous fiber sheets(carbon, glass, and aramid) and three types of corner conditions(non-chamfering, chamfering, and device attaching). It is proved that the devices proposed in this research have some capabilities to use for RC member. But additional research will be needed for commercializing.
 
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¿¬¼Ó¼¶À¯½ÃÆ®;Àü´Üº¸°­;ÀÀ·Â Àü´Þ;¸ð¼­¸® °¡°ø;continuous fiber sheet;shear reinforcement;stress distribution;corner chamfering;
 
Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.8, no.2, 2008³â, pp.113-119
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ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200821036730093)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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