Heat of Hydration Analysis Control

 

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midas Civil ¿¡¼­ ¼öÈ­¿­Çؼ®À» ¼öÇàÇϱâ À§ÇÑ ÀýÂ÷´Â ´ÙÀ½°ú °°½À´Ï´Ù.

  1. Properties] ÅÇ > [Time Dependent Material] ±×·ì > Time Dependent Material(Creep/Shrinkage)°ú Time Dependent Material(Comp. Strength)¸¦ ¼±ÅÃÇÏ¿© ½Ã°£ÀÇÁ¸Àû ºÎÀçÀçÁúÀ» ÀÔ·ÂÇϰí, Time Dependent Material Link¿¡¼­ ÀÏ¹Ý ºÎÀçÀçÁú°ú ½Ã°£ÀÇÁ¸Àû ºÎÀçÀçÁúÀ» ¿¬°áÇÕ´Ï´Ù.

  2. [Load] ÅÇ > [Heat of Hydration Analysis Data] ±×·ìÀÇ ÇÏÀ§¸Þ´º¿¡¼­ ¼öÈ­¿­ ÇØ¼®¿¡ ÇÊ¿äÇÑ µ¥ÀÌÅ͸¦ ÀÔ·ÂÇÕ´Ï´Ù.

  3. [Analysis] ÅÇ > [Analysis Control] ±×·ì > Heat of Hydration Analysis Control¿¡¼­ ½Ã°£ÀÌ»ê°è¼ö, Ãʱâ¿Âµµ, ÀÀ·ÂÃâ·ÂÀ§Ä¡, ±×¸®ÇÁ¿Í °ÇÁ¶¼öÃà °í·Á¿©ºÎ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.

  4. [Analysis] ÅÇ > [Perform] ±×·ì > Perform Analysis ¸Þ´º¸¦ Ŭ¸¯ÇÏ¿© ÇØ¼®À» ¼öÇàÇÕ´Ï´Ù.

  5. ÇØ¼®ÀÌ ¿Ï·áµÇ¸é ÇØ¼®°á°ú¸¦ contour, ±×·¡ÇÁ, µ¿¿µ»ó µîÀ¸·Î È®ÀÎÇÕ´Ï´Ù.

 

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¸ÞÀÎ ¸Þ´º¿¡¼­ [Analysis] ÅÇ > [Analysis Control] ±×·ì > [Heat of Hydration]

 

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Heat of Hydration Analysis Control ´ëÈ­»óÀÚ

Final Stage

½Ã°ø´Ü°èº° ¼öÈ­¿­ ÇØ¼®½Ã ±¸Á¶¹°ÀÇ ÃÖÁ¾´Ü°è(Final Stage)·Î °í·ÁÇÒ ½Ã°ø´Ü°è¸¦ ¼±ÅÃÇÕ´Ï´Ù.

Last Stage

Á¤ÀÇµÈ ½Ã°ø´Ü°èÁß ¸¶Áö¸· ´Ü°è¸¦ ÃÖÁ¾½Ã°ø´Ü°è·Î Àû¿ëÇÕ´Ï´Ù.

Other Stage

Á¤ÀÇµÈ ½Ã°ø´Ü°èÁß ÃÖÁ¾½Ã°ø´Ü°è·Î Àû¿ëÇÒ ½Ã°ø´Ü°è¸¦ ¼±ÅÃÇÕ´Ï´Ù. ¿©±â¿¡¼­ ÁöÁ¤µÈ Stage±îÁö¸¸ ÇØ¼®ÀÌ µË´Ï´Ù.

 

Integration Factor

¿­Àü´Þ ÇØ¼®¿¡¼­ »ç¿ëµÇ´Â ½Ã°£ÀÌ»ê°è¼ö(Temporal discretization Factor, ¥Õ)¸¦ ÀÔ·ÂÇÕ´Ï´Ù.

¥Õ = 0 : Forward difference

¥Õ = 1/2 : Crank-Nicolson method

¥Õ = 2/3 : Galerkin method

¥Õ = 1 : Backward difference

 

Initial Temperature

¿­Àü´Þ ÇØ¼®¿¡ »ç¿ëµÇ´Â Ãʱâ¿Âµµ¸¦ ÀÔ·ÂÇÕ´Ï´Ù.

 

Element Stress Evaluation

ÀÔü¿ä¼ÒÀÇ ÀÀ·ÂÀ» Ãâ·ÂÇϰíÀÚ ÇÏ´Â À§Ä¡¸¦ ¼±ÅÃÇÕ´Ï´Ù.

Center : ÀÔü¿ä¼Ò Áß½ÉÁ¡¿¡¼­ÀÇ ÀÀ·ÂÀ» ¿ä¼ÒÀüüÀÇ ÀÀ·ÂÀ¸·Î »ç¿ë

Gauss : Gauss ÀûºÐÁ¡ÀÇ ÀÀ·ÂÀ» ÀýÁ¡ÀÀ·ÂÀ¸·Î »ç¿ë

Nodal Point : Gauss ÀûºÐÁ¡ÀÇ ÀÀ·ÂÀ» º¸°£ÇÏ¿© ÀýÁ¡ÀÀ·ÂÀ¸·Î »ç¿ë

 

Creep & Shrinkage

Å©¸®ÇÁ¿Í °ÇÁ¶¼öÃàÀÇ ¿µÇâÀ» ¹Ý¿µÇÕ´Ï´Ù.

Type
Å©¸®ÇÁ¿Í °ÇÁ¶¼öÃà Áß¿¡¼­ °í·ÁÇÏ·Á´Â Ç׸ñÀ» ¼±ÅÃÇÕ´Ï´Ù.

Creep Calculation Method

Å©¸®ÇÁ °è»ê ¹æ¹ýÀ» Äڵ忡 ÀÇÇÑ ¹æ¹ý(General)°ú À¯È¿Åº¼º°è¼ö¹ý(Effective Modulus) Áß¿¡¼­ ¼±ÅÃÇÕ´Ï´Ù. General ¹æ¹ýÀ» ¼±ÅÃÇϸé Time Dependent Material (Creep/Shrinkage)¿¡¼­ ÀÔ·ÂÇÑ Code¿¡ µû¶ó Å©¸®ÇÁ, °ÇÁ¶¼öÃàÀÌ ¹Ý¿µµË´Ï´Ù. À¯È¿Åº¼º°è¼ö¹ýÀº ź¼º°è¼ö¸¦ ¼öÁ¤ÇÏ¿© Å©¸®ÇÁ¸¦ °í·ÁÇÒ ¼ö ÀÖµµ·Ï ÇÏ´Â ¹æ¹ýÀ¸·Î ÄÜÅ©¸®Æ®Ç¥Áؽù漭(1996)¿¡¼­ Á¦½ÃÇÑ ±Ù»ç°è»ê ¹æ¹ýÀÔ´Ï´Ù.

1. GeneralÀ» ¼±ÅÃÇÑ °æ¿ì

Convergence for Creep Iteration
Å©¸®ÇÁ¸¦ °í·ÁÇÑ ÇØ¼®À» ¼öÇàÇÏ´Â °æ¿ì ¹Ýº¹Çؼ®ÀÇ Á¾·á¿©ºÎ ÆÇ´Ü¿¡ Àû¿ëÇÒ ¼ö·ÅÁ¶°ÇÀ» ÀÔ·ÂÇÕ´Ï´Ù.

Number of Iteration : ÃÖ´ë¹Ýº¹Çؼ®È½¼ö
Tolerance
: ¼ö·Å¿ÀÂ÷

 

2. Effective Modulus¸¦ ¼±ÅÃÇÑ °æ¿ì

0(day) ºÎÅÍ n1(day) ±îÁöÀÇ Åº¼º°è¼ö¿¡ Àú°¨°è¼ö phi1 À» Àû¿ëÇϰí, n2(day) ÀÌÈÄ¿¡´Â Àú°¨°è¼ö phi2¸¦ Àû¿ëÇÕ´Ï´Ù. n1 ¿¡¼­ n2 »çÀÌÀÇ Àú°¨°è¼ö´Â º¸°£ÇÏ¿© »ç¿ëÇÕ´Ï´Ù.

Effective Modulus ¹æ½Ä¿¡ ÀÇÇØ Á¤ÀÇµÈ Å©¸®ÇÁ µ¥ÀÌÅͰ¡ Æ÷ÇÔµÈ ÀÌÀü ¹öÀüÀÇ ÆÄÀÏÀ» ºÒ·¯µéÀÏ °æ¿ì Å©¸®ÇÁ °ü·Ã µ¥ÀÌÅͰ¡ »èÁ¦µÇ¹Ç·Î ´Ù½Ã Á¤ÀÇÇØ¾ß ÇÕ´Ï´Ù.

Use Equivalent Age by Time & Temperature

¼öÈ­¿­ ÇØ¼®½Ã ½Ã°£°ú ¿Âµµ¿¡ µû¸¥ µî°¡ Àç·ÉÀ» »ç¿ëÇÒ °ÍÀÎÁöÀÇ ¿©ºÎ¸¦ ¼±ÅÃÇÕ´Ï´Ù.

 

Include Selfweight Load

ÀÚÁßÀ» °í·ÁÇÏ´Â °æ¿ì ¼±ÅÃÇÕ´Ï´Ù. Á߷¹æÇâÀ¸·ÎÀÇ ÀÚÁßÀº "-1"À» ÀÔ·ÂÇÕ´Ï´Ù.

 

: ¼öÈ­¿­ ÇØ¼®Á¶°ÇÀ» »èÁ¦ÇÕ´Ï´Ù. ÀÌ °æ¿ì ¼öÈ­¿­ ÇØ¼®À» ¼öÇàÇÏÁö ¾Ê½À´Ï´Ù.