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Çѱ¹°ÇÃà½Ã°øÇÐȸ / v.4, no.3, 2004³â, pp.133-141
Àç»ý ±½Àº°ñÀ縦 »ç¿ëÇÑ Ã¶±Ù ÄÜÅ©¸®Æ® º¸ÀÇ °Åµ¿¿¡ °üÇÑ ½ÇÇ迬±¸
( An Experimental Study on the Behavior of Reinforced Concrete Beams using Recycled Coarse Aggregate )
À̸í±Ô;±è±¤¼­;À̱ÙÈ£;À±°ÇÈ£;Á¤»óÈ­; ÀüÁÖ´ëÇб³ Åä¸ñȯ°æ°øÇаú;¿ø±¤´ëÇб³ °ÇÃà°øÇаú;¿ø±¤´ëÇб³ °ÇÃà°øÇаú;³²¾ç°Ç¼³;ÀüÁÖ´ëÇб³ Åä¸ñȯ°æ°øÇаú;
 
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The object of this study is to investigate experimentally the shear behavior of reinforced concrete beams using recycled coarse aggregate. At first, the specimens are manufactured for the compressive strength of 210kgf/$ extrm{cm}^2$ with recycled coarse aggregate ratio of 0%, 20%, 40%, 60%, 80%, 100%, respectively. From the results, Reinforced concrete beams using recycled coarse aggregate were made with recycled coarse aggregate ratio of 0%, 20%, 40%, 60%, 80%, with stirrups and recycled coarse aggregate ratio of 0%, 20%, 40% without stirrups. The results of crack pattern and failure mode, load-displacement curve(center point and load point) and load-steel curve(compressive, tensile, stirrup) were analysed. It is concluded from the test that the shear behavior of recycled concrete beams is determined to have similar behavior of normal concrete beams. Therefore, from this study the application of recycled concrete to concrete structures may be possible. But, for using the recycled concrete widely, it is expected that the more studies on quality control, substitution ratio and mix design related with recycled concrete are necessary.
 
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Àç»ý ±½Àº °ñÀç;Àç»ý ±½Àº °ñÀç ġȯÀ²;ö±ÙÄÜÅ©¸®Æ® º¸;Àü´Ü°Åµ¿;Recycled Coarse Aggregate;Substitution Ratio;Reinforced Concrete Beam;Shear Behavior;
 
Çѱ¹°ÇÃà½Ã°øÇÐȸÁö / v.4, no.3, 2004³â, pp.133-141
Çѱ¹°ÇÃà½Ã°øÇÐȸ
ISSN : 1598-2033
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200411922932493)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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