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Çѱ¹µµ·ÎÇÐȸ / v.6, no.1, 2004³â, pp.47-56
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( Determination of Bond Strength and Fracture Energy of a Bi-material Cylinder with Peny-shaped Interface Crack by Pull-off Test )
¾ç¼ºÃ¶;±èÁøÃ¶;¹ÚÁ¾¿ø; È«ÀÍ´ëÇб³ °ÇÃà°øÇаú;µµ·Î±³Åë±â¼ú¿ø Àç·á¿¬±¸±×·ì;È«ÀÍ´ëÇб³ °ÇÃà°øÇаú;
 
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½Å ±¸ ÄÜÅ©¸®Æ®ÀÇ ºÎÂø°­µµ ½ÃÇè½Ã µÎ Àç·áÀÇ °è¸é¿¡¼­ ÆÄ±«°¡ À¯µµµÇ¾î ¼ø¼öÇÑ ºÎÂø°­µµ¸¦ ÃøÁ¤ÇÒ ¼ö ÀÖµµ·Ï °è¸é¿¡ ¿øÇüÀÇ ºñºÎÂø¸éÀ» »ðÀÔÇÏ¿© Á÷Á¢Àι߽ÃÇè¿¡ ÀÇÇØ ºÎÂø°­µµ¸¦ ÃøÁ¤ÇÏ´Â ½ÇÇè¹æ¹ýÀ» Á¦½ÃÇÏ¿´´Ù. ¸ÕÀú, »õ·Î Á¦¾ÈÇÑ ½ÇÇè¹æ¹ý¿¡ ÀÇÇØ °è¸é¿¡¼­ ÀÀ·ÂÀÌ ÁýÁߵǴ Á¤µµ¸¦ ÆÄ¾ÇÇϱâ À§ÇØ À¯ÇÑ¿ä¼ÒÇØ¼®À» ¼öÇàÇÏ¿© µÎ Àç·áÀÇ Åº¼º°è¼öºñ ¹× ºñºÎÂø¸éÀÇ ¸éÀû (±Õ¿­·ü)¿¡ µû¸¥ °è¸é¿¡¼­ÀÇ ÆÄ±«¿¡³ÊÁö¸¦ »êÁ¤ÇÏ¿´À¸¸ç, ºÎÀçÀÇ Å©±â ¹× ÇÏÁß¿¡ ´ëÇÑ º¸Á¤À» °¨¾ÈÇÏ¿© ¹«Â÷¿øÇÔ¼ö·Î ȯ»êÇÏ¿´´Ù. ±×¸®°í º» ¿¬±¸¿¡¼­ Á¦½ÃµÈ ºÎÂø°­µµ ½ÃÇè¹æ¹ýÀÇ ½Å·Ú¼ºÀ» ÀÔÁõÇϱâ À§ÇØ, 3°¡Áö Å©±âÀÇ ¿øÇü ºñºÎÂø¸é(±Õ¿­·ü 0.2, 0.4. 0.6)ÀÌ »ðÀÔµÈ ½Å ±¸ ÄÜÅ©¸®Æ® º¹ÇÕ½ÃÆí(À¯È² Æú¸®¸Ó ÄÜÅ©¸®Æ®+º¸Åë ÄÜÅ©¸®Æ®)À» »ç¿ëÇÏ¿© ºÎÂø°­µµ¸¦ ÃøÁ¤ÇÏ¿´°í ¾Õ¼­ Àü°³µÈ ¹«Â÷¿øÇÔ¼ö·ÎºÎÅÍ °è¸é ÆÄ±«¿¡³ÊÁö¸¦ ¿ª»êÇÏ¿´´Ù. ½ÃÇè°á°ú, ¸ðµç ½ÃÆíÀÌ °è¸é¿¡¼­ ÆÄ±«°¡ À¯µµµÇ¾ú´Ù. ¶ÇÇÑ ½ÇÇè µ¥ÀÌÅÍ ¹× ÇØ¼®°á°ú¸¦ ºÐ¼®ÇÏ¿© ±Õ¿­·üÀÌ 0.4$sim$0.6ÀÎ °æ¿ì¿¡ ºÎÂø°­µµÀÇ ¿ÀÂ÷°¡ °¡Àå Àû°Ô ¹ß»ýµÉ ¼ö ÀÖÀ½À» ÆÄ¾ÇÇÏ¿´´Ù.
To determine the pure bond strength between substrate and its overlayed concrete material, a direct pull-off test method was introduced by using a bi-material cylinder with which a penny-shaped crack was mountained at its interface. First, to evaluate the stress magnification or concentration at the interface, the energy release rates of a penny-shaped interface crack in remote tension loading on a bi-material cylinder were determined in terms of different modulus ratios and undonded area ratios(crack ratios) using a commercial finite element program. Then the energy release rates were calibrated as non-dimensional values in consideration of structural dimensions and applied forces. And to evaluate whether this new pull-off test method gives sound test results, three different sizes of unbended area ratios were incorporated along their interface in bi-material cylinders(sulphur polymer concrete + old concrete). Test results showed that all specimens were broken off at their interfaces as intended. Also the FEM analyses and test results indicated that a bi-material specimen with unbended area ratio of 0.4$sim$0.6 is suitable for best accurate testing.
 
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ºÎÂø°­µµ ½ÃÇè;¿øÇü ±Õ¿­;µ¡¾º¿ì±â;ÆÄ±«¿ªÇÐ;pull-off test;penny-shaped crack;overlay;fracture mechanics;
 
Çѱ¹µµ·ÎÇÐȸ³í¹®Áý / v.6, no.1, 2004³â, pp.47-56
Çѱ¹µµ·ÎÇÐȸ
ISSN : 1738-7159
UCI : G100:I100-KOI(KISTI1.1003/JNL.JAKO200415637516298)
¾ð¾î : Çѱ¹¾î
³í¹® Á¦°ø : KISTI Çѱ¹°úÇбâ¼úÁ¤º¸¿¬±¸¿ø
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