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ºñÁ¤Áú °¼¶À¯ º¸° À̹æÇâ ½½·¡ºêÀÇ ¶Õ¸²Àü´Ü¼º´É¿¡ ´ëÇÑ ½ÇÇèÀû ¿¬±¸ / An Experimental Study of Punching Shear Capacity for Amorphous Micro Steel Fiber Reinforced Concrete Two-way Slab / session 1 : ½Ã°ø ¹× ÇöÀåÀû¿ë 1 |
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Çѱ¹°Ç¼³¼øÈ¯ÀÚ¿øÇÐȸ Çмú¹ßÇ¥ ³í¹®Áý, v.13 n.2 (2013-11) |
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½ÃÀÛÆäÀÌÁö(3) ÃÑÆäÀÌÁö(2) |
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ÀÌ ¿¬±¸´Â ºñÁ¤Áú°¼¶À¯·Î º¸°µÈ À̹æÇâ ½½·¡ºêÀÇ ¶Õ¸²Àü´Ü¼º´ÉÀ» Æò°¡Çϱâ À§ÇÑ ½ÇÇèÀ» ¼öÇàÇÏ¿´´Ù. ½ÇÇè °á°ú¸¦ ºÐ¼®ÇÏ°í ´Ù¾çÇÑ ¼¶À¯¿Í Àü´Üº¸°¹æ¹ýÀ¸·Î º¸°µÈ À̹æÇâ ½½·¡ºê¿Í ¶Õ¸²Àü´Ü¼º´ÉÀ» ºñ±³ÇÏ°í ºÐ¼®ÇÏ¿´´Ù. |
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This study presented the test results of punching shear test of two-way slab using amorphous steel fibers, and investigated the effect of the fibers on punching behavior of the slabs. Based on that, punching shear strength of two-way slab reinforced with fibers and conventional shear reinforcement were compared and analyzed. |