Material: Isotropic |
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µî¹æ¼º(Isotropic) Àç·á Ư¼ºÀ» ÀÔ·ÂÇÕ´Ï´Ù. |
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Main Menu: Analysis > Material - Isotropic tab |
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<Isotropic>
ID Àç·áƯ¼º µ¥ÀÌÅÍÀÇ ¹øÈ£°¡ Ç¥½ÃµË´Ï´Ù. »ç¿ëÀÚ°¡ Àç·áƯ¼ºÀ» Á¤ÀÇÇÏ´Â ¼ø¼´ë·Î ¹øÈ£°¡ ºÎ¿©µË´Ï´Ù.
Name Àç·áƯ¼º µ¥ÀÌÅÍÀÇ À̸§À» ÀÔ·ÂÇÕ´Ï´Ù.
Color ÇØ´ç Àç·áƯ¼º µ¥ÀÌÅͰ¡ Á¤ÀÇµÈ ¿ä¼ÒÀÇ »ö±òÀ» Á¤ÀÇÇÕ´Ï´Ù. Structural Elastic Modulus Àç·áÀÇ Åº¼º°è¼ö¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Poisson's Ratio Àç·áÀÇ Æ÷¿Í¼Û ºñ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Shear Modulus Àç·áÀÇ Àü´Ü°è¼ö¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Expansion Coeff. Àç·áÀÇ ÆØÃ¢°è¼ö¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Weight Density Àç·áÀÇ ´ÜÀ§Áß·®À» ÀÔ·ÂÇÕ´Ï´Ù.
Mass Density Àç·áÀÇ ´ÜÀ§Áú·®À» ÀÔ·ÂÇÕ´Ï´Ù. Constitutive Model Àç·áÀÇ ±¸¼º ¸ðµ¨À» ¼±ÅÃÇÕ´Ï´Ù. midas FEA¿¡¼´Â ´ÙÀ½ 8°³ÀÇ ±¸¼º¸ðµ¨À» »ç¿ëÇÒ ¼ö ÀÖ½À´Ï´Ù.
Temperature Dependent Properties ¿Âµµ¿¡ µû¶ó º¯ÈÇϴ ź¼º°è¼ö, Æ÷¾Æ¼Ûºñ, ¿ÀüµµÀ²À» ÇÔ¼ö·Î ÀÔ·ÂÇÕ´Ï´Ù. ¿ÀÀ·ÂÇØ¼®¿¡¼ ¿Âµµ¿¡ µû¸¥ ÀûÇÕÇÑ ÀçÁú Ư¼ºÀ» Àû¿ëÇÏ¿© ÀÀ·ÂÀ» °è»êÇÕ´Ï´Ù.
<Temperature Dependent Elastic Modulus>
<Temperature Dependent Poisson's Ratio>
<Temperature Dependent Expansion Coefficient>
Àç·áÀÇ ¿Àü´Þ Ư¼ºÀ» Á¤ÀÇÇÕ´Ï´Ù.
<Thermal>
Conductivity ¿ÀüµµÀ²À» ÀÔ·ÂÇÕ´Ï´Ù. ÀÏÀÇ ´ÜÀ§ÀÇ °æ¿ì W ¶Ç´Â J/hr·Î ÀÔ·ÂÇÒ ¼ö ÀÖ½À´Ï´Ù.
Specific Heat ºñ¿À» ÀÔ·ÂÇÕ´Ï´Ù. ±âº»ÀûÀ¸·Î FEA´Â Áú·®°ú Áß·®ÀÇ °ü°è¸¦ 1kgf=1kg °ü°è·Î °¡Á¤ÇÕ´Ï´Ù. µû¶ó¼ 1kgf/g = 1kgÀÌ ¾Æ´Ñ 1/9.8 kgÀÔ´Ï´Ù. µû¶ó¼ ºñ¿ ´ÜÀ§ÀÇ °æ¿ì Kcal.g/kgf[T]¿Í °°ÀÌ g ´ÜÀ§°¡ ±×´ë·Î »ì¾ÆÀÖ´Â °ÍÀ¸·Î »ç¿ëÇÕ´Ï´Ù. ´ÜÁö, ÀÌ·¯ÇÑ °æ¿ì Kcal.g/kgf[T] ¡Á kcal/kg[T] À̱⠶§¹®¿¡ kcal/kg[T]¸¦ ÀÌ¿ëÇÏ¿© Kcal.g/kgf[T]¿¡ ÀÔ·ÂÇÏ·Á¸é ±âÈ£´ë·Î g¿¡ ÇØ´çÇÏ´Â °ª (¸¸¾à ÀԷ´ç½Ã ´ÜÀ§°è°¡ m¶ó°í Çϸé 9.8m/s2, cmÀ̶ó°í Çϸé 980m/s2)¸¦ ÀÔ·ÂÇØ¾ß ÇÕ´Ï´Ù.
Heat Generation Factor ¹ß¿°è¼ö¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Temperature Dependent ¿Âµµ º¯È¿¡ µû¸¥ ¿ÀüµµÀ² ¹× ºñ¿ÀÇ º¯È¸¦ °í·ÁÇÒ ¶§ ¼±ÅÃÇÕ´Ï´Ù.
Conductivity ¿Âµµ º¯È¿¡ µû¸¥ ¿ÀüµµÀ² º¯È¸¦ Á¤ÀÇÇÑ ÇÔ¼ö¸¦
¼±ÅÃÇÕ´Ï´Ù.
<Temperature Dependent Conductivity>
Specific Heat ¿Âµµ º¯È¿¡ µû¸¥ ºñ¿ º¯È¸¦ Á¤ÀÇÇÑ ÇÔ¼ö¸¦ ¼±ÅÃÇÕ´Ï´Ù.
<Temperature Dependent Specific Heat>
DB °¢ ±¹°¡º° ±âÁØ¿¡ µû¸¥ Àç·á Ư¼ºÀ» ¼±ÅÃÇÕ´Ï´Ù. ±¹°¡ Äڵ庰·Î ¼±ÅÃÇϸé ÇØ´ç³»¿ë¸¸ ¸®½ºÆ®¿¡ ³ªÅ¸³³´Ï´Ù. (RC)´Â ÄÜÅ©¸®Æ® Àç·á¸¦ (S)´Â °Àç Àç·á¸¦ ³ªÅ¸³À´Ï´Ù.
<DB>
Load »ç¿ëÀÚ°¡ º¯°æÇÑ Material DB¸¦ ´Ù½Ã ºÒ·¯µé¿© ÇØ´ç Àç·á Ư¼º ¸®½ºÆ®¸¦ ¿°í ¼±ÅÃÇÒ ¼ö ÀÖ½À´Ï´Ù. midas FEA¿¡¼´Â Edit DB¿¡¼ ¼öÁ¤ÇÑ ÆÄÀÏÀ» edit Æ÷¸Ë( *.mat) ÇüÅ·ΠÀúÀåÇÏ¿© ¸®½ºÆ® ³»ÀÇ »ç¿ëÀÚ°¡ ¿øÇÏ´Â Àç·á DB¸¦ »ç¿ëÇÕ´Ï´Ù.
< Material DB ÆÄÀÏ (*.mat)> Edit DB »ç¿ëÀÚ°¡ Á÷Á¢ ¿øÇÏ´Â Àç·á Ư¼º°ªÀ» Ãß°¡Çϰųª º¯°æÇÒ °æ¿ì Material Editor¸¦ ÅëÇØ ¼öÁ¤ÇÒ ¼ö ÀÖ½À´Ï´Ù.
< Material Editor>
<Hardening/Softening Function>
Name ÇÔ¼öÀÇ À̸§À» ÀÔ·ÂÇÕ´Ï´Ù.
Equivalent Plastic Var. µî°¡¼Ò¼ºº¯¼ö¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Function Value ÇÔ¼ö°ªÀ» ÀÔ·ÂÇÕ´Ï´Ù.
Elastic ÀϹÝÀûÀΠź¼º ¸ðµ¨·Î¼ Youngs Modulus¸¦ »ç¿ëÇÕ´Ï´Ù.
<Elastic>
Linear ÀÎÀå°µµ¸¦ Ãʰú Çϸé linear softeningÀÌ ÀÏ¾î³´Ù°í °¡Á¤ÇÏ´Â ¸ðµ¨ÀÔ´Ï´Ù. ´ëÈâ¿¡¼ ÀÎÀå°µµ(Fct), ÆÄ±«¿¡³ÊÁö(Gf), Ư¼º¿ä¼Ò±æÀÌ(h)¸¦ ÀÔ·ÂÇϸé ÀÚµ¿ÀûÀ¸·Î Reference Graph¿Í °°Àº ÇüÅÂÀÇ ±×·¡ÇÁ°¡ ³»ºÎÀûÀ¸·Î °è»êµË´Ï´Ù. ´Ü,ÀԷ°ª¿¡ µû¸¥ ½ÇÁ¦ ±×·¡ÇÁ´Â Ç¥½ÃµÇÁö ¾Ê½À´Ï´Ù.
<Linear>
Parameters Fct ÀÎÀå°µµ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Gf ÀÎÀåÆÄ±«¿¡³ÊÁö¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
h Ư¼º±æÀÌ(Characteristic Element Length)¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Multi-linear ÀÎÀå°µµ Ãʰú ÈÄ °Åµ¿À» Á÷Á¢ Á¤ÀÇÇÕ´Ï´Ù. ´ëÈâÀÇ Å×ÀÌºí¿¡ º¯Çü·ü°ú ÀÀ·ÂÀ» ÀÔ·ÂÇÕ´Ï´Ù. ƯÈ÷ Total Strain CrackÀÇ Multi-linearÀÇ °æ¿ì ´Ù¸¥ Àç·á ¸ðµ¨ÀÇ Multi-linear ¸ðµ¨°ú °°ÀÌ Ç׺¹ °µµ¿¡ ¿¬µ¿ÇÏ´Â °è¼ö°ªÀ» ÀÔ·ÂÇÏ´Â °ÍÀÌ ¾Æ´Ï¶ó ½ÇÁ¦ ÀÀ·Â°ªÀ» ÀÔ·ÂÇÕ´Ï´Ù. ¶ÇÇÑ ÀÌ ÀÀ·Â ÀԷ°ªÀº ´ÜÀ§È¯»êÀÌ µÇÁö ¾Ê±â ¶§¹®¿¡ ¿øÄ¢ÀûÀ¸·Î ÀÔ·ÂÇÒ ¶§ÀÇ ´ÜÀ§¸¦ N,m·Î ¼³Á¤ÇÏ¿© ÀÔ·ÂÇϰí ÇØ¼®À» ¼öÇàÇÏ´Â °æ¿ì¿¡µµ N,mÀÎ »óÅ¿¡¼ ¼öÇàÇØ¾ß ÇÕ´Ï´Ù.
<Multi-linear>
Strain º¯Çü·üÀ» ÀÔ·ÂÇÕ´Ï´Ù.
Stress ÀÀ·ÂÀ» ÀÔ·ÂÇÕ´Ï´Ù.
Exponential ÀÎÀå°µµ¸¦ Ãʰú Çϸé Exponential SofteningÀÌ ÀÏ¾î³´Ù°í °¡Á¤ÇÏ´Â ¸ðµ¨ÀÔ´Ï´Ù. ´ëÈâ¿¡¼ ÀÎÀå°µµ(Fct), ÆÄ±«¿¡³ÊÁö(Gf), Ư¼º¿ä¼Ò±æÀÌ(h)¸¦ ÀÔ·ÂÇϸé ÀÚµ¿ÀûÀ¸·Î Reference Graph¿Í °°Àº ÇüÅÂÀÇ ±×·¡ÇÁ°¡ ³»ºÎÀûÀ¸·Î °è»êµË´Ï´Ù. ´Ü,ÀԷ°ª¿¡ µû¸¥ ½ÇÁ¦ ±×·¡ÇÁ´Â Ç¥½ÃµÇÁö ¾Ê½À´Ï´Ù.
<Exponential>
Parameters Fct ÀÎÀå°µµ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Gf ÀÎÀåÆÄ±«¿¡³ÊÁö¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
h Ư¼º±æÀÌ(Characteristic Element Length)¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Hordijk ÀÎÀå°µµ¸¦ Ãʰú Çϸé HordijkÀÌ Á¦¾ÈÇÑ softeningÀÌ ÀÏ¾î³´Ù°í °¡Á¤ÇÏ´Â ¸ðµ¨ÀÔ´Ï´Ù. ´ëÈâ¿¡¼ ÀÎÀå°µµ(Fct), ÆÄ±«¿¡³ÊÁö(Gf), Ư¼º¿ä¼Ò±æÀÌ(h)¸¦ ÀÔ·ÂÇϸé ÀÚµ¿ÀûÀ¸·Î Reference Graph¿Í °°Àº ÇüÅÂÀÇ ±×·¡ÇÁ°¡ ³»ºÎÀûÀ¸·Î °è»êµË´Ï´Ù. ´Ü,ÀԷ°ª¿¡ µû¸¥ ½ÇÁ¦ ±×·¡ÇÁ´Â Ç¥½ÃµÇÁö ¾Ê½À´Ï´Ù.
<Hordijk>
Parameters Fct ÀÎÀå°µµ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Gf ÀÎÀåÆÄ±«¿¡³ÊÁö¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
h Ư¼º±æÀÌ(Characteristic Element Length)¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Constant ÀÎÀå°µµ¸¦ Ãʰú ÇÏ¸é ´õ ÀÌ»ó ÀÎÀåÀÀ·Â Áõ°¡°¡ ¾ø´Â ¸ðµ¨ÀÔ´Ï´Ù. ´ëÈâ¿¡¼ ÀÎÀå°µµ(Fct)¸¦ ÀÔ·ÂÇϸé ÀÚµ¿ÀûÀ¸·Î Reference Graph¿Í °°Àº ÇüÅÂÀÇ ±×·¡ÇÁ°¡ ³»ºÎÀûÀ¸·Î °è»êµË´Ï´Ù. ´Ü,ÀԷ°ª¿¡ µû¸¥ ½ÇÁ¦ ±×·¡ÇÁ´Â Ç¥½ÃµÇÁö ¾Ê½À´Ï´Ù.
<Constant>
Parameters Fct ÀÎÀå°µµ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Brittle ÀÎÀå°µµ¸¦ Ãʰú ÇÏ¸é ´õ ÀÌ»ó ÀÎÀåÀÀ·Â Áõ°¡°¡ ¾ø°í, ÀúÇ× ÀÀ·ÂÀÌ 0 ÀÌ µÇ´Â ¸ðµ¨ÀÔ´Ï´Ù. ´ëÈâ¿¡¼ ÀÎÀå°µµ(Fct)¸¦ ÀÔ·ÂÇϸé ÀÚµ¿ÀûÀ¸·Î Reference Graph¿Í °°Àº ÇüÅÂÀÇ ±×·¡ÇÁ°¡ ³»ºÎÀûÀ¸·Î °è»êµË´Ï´Ù. ´Ü,ÀԷ°ª¿¡ µû¸¥ ½ÇÁ¦ ±×·¡ÇÁ´Â Ç¥½ÃµÇÁö ¾Ê½À´Ï´Ù.
<Brittle>
Parameters Fct ÀÎÀå°µµ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Elastic ÀϹÝÀûÀΠź¼º ¸ðµ¨·Î¼ Youngs Modulus¸¦ »ç¿ëÇÕ´Ï´Ù.
<Elastic>
Multi-linear ¾ÐÃà°µµ Ãʰú ÈÄ °Åµ¿À» Á÷Á¢ Á¤ÀÇÇÕ´Ï´Ù. ´ëÈâÀÇ Å×ÀÌºí¿¡ º¯Çü·ü°ú ÀÀ·ÂÀ» ÀÔ·ÂÇÕ´Ï´Ù. ƯÈ÷ Total Strain CrackÀÇ Multi-linearÀÇ °æ¿ì ´Ù¸¥ Àç·á ¸ðµ¨ÀÇ Multi-linear ¸ðµ¨°ú °°ÀÌ Ç׺¹ °µµ¿¡ ¿¬µ¿ÇÏ´Â °è¼ö°ªÀ» ÀÔ·ÂÇÏ´Â °ÍÀÌ ¾Æ´Ï¶ó ½ÇÁ¦ ÀÀ·Â°ªÀ» ÀÔ·ÂÇÕ´Ï´Ù. ¶ÇÇÑ ÀÌ ÀÀ·Â ÀԷ°ªÀº ´ÜÀ§È¯»êÀÌ µÇÁö ¾Ê±â ¶§¹®¿¡ ¿øÄ¢ÀûÀ¸·Î ÀÔ·ÂÇÒ ¶§ÀÇ ´ÜÀ§¸¦ N,m·Î ¼³Á¤ÇÏ¿© ÀÔ·ÂÇϰí ÇØ¼®À» ¼öÇàÇÏ´Â °æ¿ì¿¡µµ N,mÀÎ »óÅ¿¡¼ ¼öÇàÇØ¾ß ÇÕ´Ï´Ù.
<Multi-linear>
Strain º¯Çü·üÀ» ÀÔ·ÂÇÕ´Ï´Ù.
Stress ÀÀ·ÂÀ» ÀÔ·ÂÇÕ´Ï´Ù.
Parabolic Feenstra°¡ ÆÄ±« ¿¡³ÊÁö¿¡ ±Ù°ÅÇÏ¿© À¯µµÇÑ ¸ðµ¨ÀÔ´Ï´Ù. ´ëÈâ¿¡¼ ¾ÐÃà°µµ(Fc), ÆÄ±«¿¡³ÊÁö(Gc), Ư¼º¿ä¼Ò±æÀÌ(h)¸¦ ÀÔ·ÂÇϸé ÀÚµ¿ÀûÀ¸·Î Reference Graph¿Í °°Àº ÇüÅÂÀÇ ±×·¡ÇÁ°¡ ³»ºÎÀûÀ¸·Î °è»êµË´Ï´Ù. ´Ü,ÀԷ°ª¿¡ µû¸¥ ½ÇÁ¦ ±×·¡ÇÁ´Â Ç¥½ÃµÇÁö ¾Ê½À´Ï´Ù.
<Parabolic>
Parameters Fc ¾ÐÃà°µµ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Gc ¾ÐÃàÆÄ±«¿¡³ÊÁö¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
h Ư¼º±æÀÌ(Characteristic Element Length)¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Linear Hardening 1Â÷ ¾ÐÃà Ç׺¹ ÈÄ Àú°¨µÈ °¼ºÀ¸·Î ¾ÐÃà°Åµ¿À» °è¼ÓÇÏ´Â ¸ðµ¨ÀÔ´Ï´Ù. ´ëÈâ¿¡¼ ¾ÐÃà°µµ(Fc), Àú°¨ °¼º(Ehar)¸¦ ÀÔ·ÂÇϸé ÀÚµ¿ÀûÀ¸·Î Reference Graph¿Í °°Àº ÇüÅÂÀÇ ±×·¡ÇÁ°¡ ³»ºÎÀûÀ¸·Î °è»êµË´Ï´Ù. ´Ü,ÀԷ°ª¿¡ µû¸¥ ½ÇÁ¦ ±×·¡ÇÁ´Â Ç¥½ÃµÇÁö ¾Ê½À´Ï´Ù.
<Linear Hardening>
Parameters Fc ¾ÐÃà°µµ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Ehar Àú°¨µÈ °¼ºÀ» ÀÔ·ÂÇÕ´Ï´Ù.
Saturation Æ÷È ¸ðµ¨ÀÔ´Ï´Ù. ´ëÈâ¿¡¼ Ãʱâ¾ÐÃà°µµ(Fc0), ±ØÇѾÐÃà°µµ(Fc00), ºÒº¯°æÈ°è¼ö(Ehar) ºØ±«°è¼ö(g)¸¦ ÀÔ·ÂÇϸé ÀÚµ¿ÀûÀ¸·Î Reference Graph¿Í °°Àº ÇüÅÂÀÇ ±×·¡ÇÁ°¡ ³»ºÎÀûÀ¸·Î °è»êµË´Ï´Ù. ´Ü,ÀԷ°ª¿¡ µû¸¥ ½ÇÁ¦ ±×·¡ÇÁ´Â Ç¥½ÃµÇÁö ¾Ê½À´Ï´Ù.
<Saturation>
Parameters Fc0 ÃʱâÇ׺¹°µµ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Fc00 Àç·áÀÇ Ç׺¹ ÈÄÀÇ °Åµ¿À» Á¤ÀÇÇÏ´Â ±ØÇѾÐÃà°µµ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Ehar Àç·áÀÇ Ç׺¹ ÈÄÀÇ °¼º(ºÒº¯°æÈ°è¼ö)À» ÀÔ·ÂÇÕ´Ï´Ù.
g ÃʱâÇ׺¹°µµ¿¡ ´ëÇÑ ºØ±«°è¼ö¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Constant ¾ÐÃà°µµ¸¦ Ãʰú ÇÏ¸é ´õ ÀÌ»ó ¾ÐÃàÀÀ·Â Áõ°¡°¡ ¾ø´Â ¸ðµ¨ÀÔ´Ï´Ù. ¾ÐÃà°µµ(Fc)¸¦ ÀÔ·ÂÇϸé ÀÚµ¿ÀûÀ¸·Î Reference Graph¿Í °°Àº ÇüÅÂÀÇ ±×·¡ÇÁ°¡ ³»ºÎÀûÀ¸·Î °è»êµË´Ï´Ù. ´Ü,ÀԷ°ª¿¡ µû¸¥ ½ÇÁ¦ ±×·¡ÇÁ´Â Ç¥½ÃµÇÁö ¾Ê½À´Ï´Ù.
<Constant>
Parameters Fc ¾ÐÃà°µµ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Thorenfeldt Thorenfeldt°¡ Á¦¾ÈÇÑ ¸ðµ¨ÀÔ´Ï´Ù. ¾ÐÃà°µµ(Fc)¸¦ ÀÔ·ÂÇϸé ÀÚµ¿ÀûÀ¸·Î Reference Graph¿Í °°Àº ÇüÅÂÀÇ ±×·¡ÇÁ°¡ ³»ºÎÀûÀ¸·Î °è»êµË´Ï´Ù. ´Ü,ÀԷ°ª¿¡ µû¸¥ ½ÇÁ¦ ±×·¡ÇÁ´Â Ç¥½ÃµÇÁö ¾Ê½À´Ï´Ù.
<Thorenfeldt>
Parameters Fc ¾ÐÃà°µµ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Elastic ÀϹÝÀûÀΠź¼º ¸ðµ¨ÀÔ´Ï´Ù.
<Elastic>
Constant ÀÎÀå°µµ¸¦ Ãʰú ÇÏ¸é ´õ ÀÌ»ó ÀÎÀåÀÀ·Â Áõ°¡°¡ ¾ø´Â ¸ðµ¨ÀÔ´Ï´Ù. Àü´ÜÁö¿¬°è¼ö(b)¸¦ ÀÔ·ÂÇϸé ÀÚµ¿ÀûÀ¸·Î Reference Graph¿Í °°Àº ÇüÅÂÀÇ ±×·¡ÇÁ°¡ ³»ºÎÀûÀ¸·Î °è»êµË´Ï´Ù. ´Ü,ÀԷ°ª¿¡ µû¸¥ ½ÇÁ¦ ±×·¡ÇÁ´Â Ç¥½ÃµÇÁö ¾Ê½À´Ï´Ù.
<Constant>
b ±Õ¿¹ß»ý ÀÌÈÄ Àú°¨µÇ´Â Àü´Ü°µµ¿¡ ´ëÇÑ °è¼ö(Àü´Ü Áö¿¬ °è¼ö)¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
Multi-linear(ss-sn) ÀÀ·Â°ú º¯Çü·üÀÇ °ü°è¸¦ Á÷Á¢ Á¤ÀÇÇÕ´Ï´Ù. ´ëÈâÀÇ Å×ÀÌºí¿¡ º¯Çü·ü°ú ÀÀ·ÂÀ» ÀÔ·ÂÇÕ´Ï´Ù. ƯÈ÷ Total Strain CrackÀÇ Multi-linearÀÇ °æ¿ì ´Ù¸¥ Àç·á ¸ðµ¨ÀÇ Multi-linear ¸ðµ¨°ú °°ÀÌ Ç׺¹ °µµ¿¡ ¿¬µ¿ÇÏ´Â °è¼ö°ªÀ» ÀÔ·ÂÇÏ´Â °ÍÀÌ ¾Æ´Ï¶ó ½ÇÁ¦ ÀÀ·Â°ªÀ» ÀÔ·ÂÇÕ´Ï´Ù. ¶ÇÇÑ ÀÌ ÀÀ·Â ÀԷ°ªÀº ´ÜÀ§È¯»êÀÌ µÇÁö ¾Ê±â ¶§¹®¿¡ ¿øÄ¢ÀûÀ¸·Î ÀÔ·ÂÇÒ ¶§ÀÇ ´ÜÀ§¸¦ N,m·Î ¼³Á¤ÇÏ¿© ÀÔ·ÂÇϰí ÇØ¼®À» ¼öÇàÇÏ´Â °æ¿ì¿¡µµ N,mÀÎ »óÅ¿¡¼ ¼öÇàÇØ¾ß ÇÕ´Ï´Ù.
<Multi-linear(ss-sn)>
Strain º¯Çü·üÀ» ÀÔ·ÂÇÕ´Ï´Ù.
Stress ÀÀ·ÂÀ» ÀÔ·ÂÇÕ´Ï´Ù.
Multi-linear(beta-sn) Àü´Ü º¸Á¸ °è¼ö b¿Í º¯Çü·üÀÇ °ü°è¸¦ Á÷Á¢ Á¤ÀÇÇÕ´Ï´Ù.
<Multi-linear(beta-sn)>
Strain º¯Çü·üÀ» ÀÔ·ÂÇÕ´Ï´Ù.
Beta Àü´Ü º¸Á¸ °è¼ö¸¦ ÀÔ·ÂÇÕ´Ï´Ù.
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