ABAQUS/Standard
ABAQUS/Standard´Â ´Ù¾çÇÑ ºÐ¾ß¿¡ ´ëÇÑ °í±Þ ÇØ¼®À» À§ÇØ ¸¸µé¾îÁø ³»¿¬Àû
½Ã°£ ÀûºÐ¹ý(Implicit Time Integration)À» ÀÌ¿ëÇÑ ¹ü¿ë À¯ÇÑ ¿ä¼Ò
ÇØ¼® ÇÁ·Î±×·¥ÀÔ´Ï´Ù. ABAQUS´Â »ç¿ëÀÚ°¡ ´Ù·ç´Â ±¤¹üÀ§ÇÑ ¹®Á¦µéÀ» ÀûÀýÈ÷ ¸ðµ¨¸µÇϱâ
À§ÇÑ ´Ù¾çÇÑ ¸ðµ¨¸µ µµ±¸µéÀ» Á¦°øÇÕ´Ï´Ù.
ABAQUS/Standard´Â ÀÏ¹Ý µ¥½ºÅ©Å¾ PC¿¡¼ ÃÊ´ëÇü ¼öÆÛ ÄÄÇ»ÅÍ¿¡ À̸£±â±îÁö,
NT ¶Ç´Â Unix µî ȯ°æ¿¡ ±¸¾Ö¹ÞÁö ¾Ê°í ´Ù¾çÇÑ ÄÄÇ»ÅÍ¿¡¼ È¿À²ÀûÀ¸·Î ½ÇÇàµÇµµ·Ï
ÃÖÀûȵǾî ÀÖ½À´Ï´Ù.
ABAQUS/Standard¸¦ ÀÌ¿ëÇÏ¿© ÇØ¼®ÀÌ °¡´ÉÇÑ ºÐ¾ß´Â ¾Æ·¡¿Í °°½À´Ï´Ù.
General Analyses
Static stress/displacement analysis
Viscoelastic/viscoplastic response
Transient dynamic stress/displacement analysis
Transient or steady-state heat transfer analysis
Transient or steady-state mass diffusion analysis
Steady-state transport analysis
Coupled problems:
Thermo-mechanical (sequentially or fully coupled)
Thermo-electrical
Pore fluid flow-mechanical
Stress-mass diffusion (sequentially coupled)
Piezoelectric (linear only)
Acoustic-mechanical (linear only)
Linear Perturbation Analyses
Static stress/displacement analysis:
Linear static stress/displacement analysis
Eigenvalue buckling load prediction
Dynamic stress/displacement analysis:
Determination of natural modes and frequencies
Transient response via modal superposition
Steady-state response resulting from harmonic
loading
Response spectrum analysis
Dynamic response resulting from random loading
ABAQUS/Explicit
ABAQUS/Explicit´Â ¿Ü¿¬Àû ½Ã°£ ÀûºÐ¹ý(Explicit Time Integration)À»
ÀÌ¿ëÇÑ ¹ü¿ë À¯ÇÑ ¿ä¼Ò ÇØ¼® ÇÁ·Î±×·¥ÀÔ´Ï´Ù. ABAQUS/ExplicitÀ» ÀÌ¿ëÇÏ¿©
ºñ¼±Çü¼ºÀÌ °ÇÑ transient dynamic ¹®Á¦¿Í Á¢ÃËÀÌ ÁÖµÈ ÁØÁ¤Àû ºñ¼±Çü
¹®Á¦µéÀ» ÇØ¼®ÇÒ ¼ö ÀÖ½À´Ï´Ù. ABAQUS/Standard¿Í µ¿ÀÏÇÑ ¸í·É¾î, µ¿ÀÏÇÑ
¿ä¼Ò, µ¿ÀÏÇÑ ¹°¼º µ¥ÀÌÅ͸¦ »ç¿ëÇϹǷΠ½±°Ô Àû¿ëÀÌ °¡´ÉÇÕ´Ï´Ù. ¶ÇÇÑ ABAQUS/Explicit¿Í
ABAQUS/Standard´Â ÇØ¼® °á°ú°¡ ¼·Î ȣȯµÇ¹Ç·Î ½ÇÁ¦ °øÁ¤¿¡ ´ëÇÑ ÇØ¼®
°¡´É¼ºÀ» ³ôÀÏ ¼ö ÀÖ½À´Ï´Ù. ÇØ¼® °¡´ÉÇÑ ºÐ¾ß´Â ´ÙÀ½°ú °°½À´Ï´Ù.
Nonlinear dynamic stress/displacement analysis
Quasi-static analysis
Annealing
ABAQUS/Design
ABAQUS/DesignÀº ABAQUS/Standard¿Í ABAQUS/Explicit¸¦
ÀÌ¿ëÇÏ¿© ¼³°è ¹Î°¨µµ ÇØ¼®(Design Sensitivity Analysis)À»
ÇÒ ¼ö ÀÖµµ·Ï Ãß°¡ÀûÀ¸·Î Á¦°øµÇ´Â µµ±¸ÀÔ´Ï´Ù. ÀÌ ÇÁ·Î±×·¥Àº ¸ðµ¨À» ±¸¼ºÇÏ°í °è»êÀ»
¼öÇàÇÔ¿¡ ÀÖ¾î¼ º¸´Ù Å« À¯¿¬¼ºÀ» ºÎ¿©ÇÒ ¼ö ÀÖµµ·Ï ABAQUS input fileÀÇ
ƯÁ¤ °ªµéÀ» º¯¼ö·Î ġȯÇÏ´Â °ÍÀ» °¡´ÉÇÏ°Ô ÇØ ÁÝ´Ï´Ù. ±×¸®°í ABAQUS/DesignÀº
±âÁØÀÌ µÇ´Â ¸ðµ¨¿¡ ´ëÇÑ template input file¿¡¼ Á¤ÀÇµÈ º¯¼ö°ªÀ»
´Ù¾çÇÏ°Ô º¯°æÇÏ¿© °è»êÀÌ ÀÌ·ç¾îÁöµµ·Ï Python scripting language¸¦
»ç¿ëÇÏ´Â º°µµÀÇ ÀÛÀº ÇÁ·Î±×·¥ ¶Ç´Â ½ºÅ©¸³Æ®¸¦ »ç¿ëÇÕ´Ï´Ù. °è»êÀÌ ³¡³ ÈÄ »ç¿ëÀÚÀÇ
°ü½É ´ë»óÀÎ °á°ú¸¸À» ¸ð¾ÆÁÜÀ¸·Î½á »ç¿ëÀÚÀÇ °á°ú ºÐ¼® ÀÛ¾÷À» µµ¿ÍÁÝ´Ï´Ù.
ABAQUS/Aqua
ABAQUS/Aqua´Â ÇØ¾ç ±¸Á¶¹°, ÆÄÀÌÇÁ ¹× ÄÉÀÌºí ½Ã½ºÅÛ¿¡ ´ëÇÑ ÇØ¼®À» À§ÇÏ¿©
ABAQUS/Standard¿¡ ¿þÀ̺ê ÇÏÁß, ºÎ·Â µîÀ» °í·ÁÇÒ ¼ö ÀÖµµ·Ï ±â´ÉÀ»
Ãß°¡ÇÑ moduleÀÔ´Ï´Ù. ABAQUS/Aqua¿¡¼´Â ¼ö¸é À§ÀÇ ±¸Á¶¹°¿¡ °¡ÇØÁö´Â
dz·Â(wind loading)ÀÇ ¿µÇâÀ» °í·ÁÇÑ ÇØ¼®µµ °¡´ÉÇÕ´Ï´Ù.
ABAQUS/CAE
ABAQUS/CAE(Complete ABAQUS Environment)´Â ABAQUS
Àü¿ë ´ëÈÇü Àüó¸®(pre-processing) ¹× ÈÄó¸® (post-processing)
module·Î¼ Æí¸®ÇÑ ÀÛ¾÷ÀÚ ÀÎÅÍÆäÀ̽º¸¦ Á¦°øÇÏ¸ç ºü¸¥ ½Ã°£ ³»¿¡ 2Â÷¿ø ¹×
3Â÷¿ø À¯ÇÑ ¿ä¼Ò ¸ðµ¨¸µÀÌ °¡´ÉÇϵµ·Ï ´Ù¾çÇÑ ±â´ÉÀ» Á¦°øÇϰí ÀÖ½À´Ï´Ù. ABAQUS/CAE¸¦
ÀÌ¿ëÇϸé ABAQUS ÇØ¼® ÀÛ¾÷ÀÇ Àü °úÁ¤À» ¸ð´ÏÅ͸µ ÇÒ ¼ö ÀÖ½À´Ï´Ù. Python
scripting language¸¦ ÀÌ¿ëÇÏ¸é »ç¿ëÀÚÀÇ ÆíÀÇ¿¡ ¸Â°Ô GUI ¹× ÀϺÎ
±â´É µîÀ» ¼öÁ¤ÇÒ ¼öµµ ÀÖ½À´Ï´Ù.
ABAQUS/Viewer
ABAQUS/Viewer´Â ABAQUS/CAEÀÇ ±â´É Áß ´ëÈÇü Àüó¸®(pre-processing)
±â´ÉÀ» Á¦¿ÜÇÑ ´ëÈÇü ÈÄó¸® (post-processing) ÇÁ·Î±×·¥À¸·Î ±âÁ¸ÀÇ
ÈÄó¸® ÇÁ·Î±×·¥ÀÎ ABAQUS/Post¸¦ ´ëüÇÏ´Â ÇÁ·Î±×·¥ÀÔ´Ï´Ù.
ABAQUS/Viewer´Â Motif¸¦ ±â¹ÝÀ¸·Î ÇÑ Graphic User Interface¸¦
Á¦°øÇϸç ABAQUS ÇØ¼® ÇÁ·Î±×·¥À» »ç¿ëÇÑ ÄÄÇ»ÅÍ ½Ã½ºÅÛ¿¡ »ó°ü¾øÀÌ °á°ú fileÀ»
Àаí ÈÄó¸® ÀÛ¾÷À» ¼öÇàÇÒ ¼ö ÀÖ½À´Ï´Ù. ¶ÇÇÑ ÇØ¼®ÀÌ ÁøÇàµÇ´Â Áß°£ ´Ü°è¿¡¼µµ
°á°ú¸¦ º¼ ¼ö ÀÖÀ¸¸ç ¿©·¯ °³ÀÇ ÇØ¼® °á°ú¸¦ ÇѲ¨¹ø¿¡ ´Ù·ê ¼ö ÀÖÀ¸¹Ç·Î ÇØ¼® °á°ú
ºñ±³½Ã¿¡ ¸Å¿ì À¯¿ëÇÏ°Ô »ç¿ëÇÒ ¼ö ÀÖ½À´Ï´Ù.
ABAQUS/Viewer¸¦ ÀÌ¿ëÇÏ¿© ȸé»ó¿¡ ³ªÅ¸³ °á°ú¸¦ ±×¸² file·Î ÀúÀåÇÒ
¼ö ÀÖÀ¸¸ç °á°ú¿¡ ´ëÇÑ animation fileµµ Á¦ÀÛÀÌ °¡´ÉÇÕ´Ï´Ù.
ABAQUS/Safe
ABAQUS/Safe´Â ±¸Á¶¹°ÀÇ ÇÇ·Î ¼ö¸í ¿¹ÃøÀ» À§ÇÑ fatigue postprocessing
moduleÀÔ´Ï´Ù. ABAQUS/Safe´Â ÃÖ½ÅÀÇ ¹æ¹ýÀ» Àû¿ëÇÏ¿© ABAQUS¸¦
ÀÌ¿ëÇÑ ÇØ¼® °á°ú·ÎºÎÅÍ °¢ ºÎÀçÀÇ ÇÇ·Î ¼ö¸íÀ» °áÁ¤ÇÕ´Ï´Ù. ±×¸®°í ±× °á°ú´Â ABAQUS/CAE
¶Ç´Â ABAQUS/Viewer¿¡¼ º¼ ¼ö ÀÖ½À´Ï´Ù.
ABAQUS/Safe¿¡¼´Â ¼·Î ´Ù¸¥ ÇÏÁß Á¶°Ç¿¡¼ÀÇ ÀÀ·Â ¹× º¯Çü·ü °á°ú¸¦ ¾ò±â
À§ÇÏ¿© ABAQUS/Standard¸¦ ÀÌ¿ëÇϸç, °¢°¢ÀÇ ÇÏÁß¿¡ ´ëÇÑ °á°ú¸¦ ÁßøÇÏ¿©
ºÎÀçÀÇ ¼ö¸íÀ» ¿¹ÃøÇϱâ À§ÇÏ¿© cyclic material data¸¦ »ç¿ëÇÕ´Ï´Ù.
ABAQUS/Safe´Â User Inferface, Material Database
Management System, Fatigue Analysis ProgramÀ¸·Î
±¸¼ºµÇ¾î ÀÖÀ¸¸ç, Safe Technology Ltd.¿¡¼ Á¦°øÇÑ ±â¼úÀ» ¹ÙÅÁÀ¸·Î
Çϰí ÀÖ½À´Ï´Ù.
ABAQUS/CAT
ABAQUS/CAT´Â Dassault systems»çÀÇ CATIA ÇÁ·Î±×·¥¿¡¼
»ý¼ºÇÑ À¯ÇÑ ¿ä¼Ò ¸ðµ¨À» ABAQUS¿ë ¸ðµ¨·Î À籸¼ºÇϵµ·Ï µµ¿ÍÁÖ´Â CATIA-ABAQUS
º¯È¯ ÇÁ·Î±×·¥ÀÔ´Ï´Ù. ÀÌ ÀÎÅÍÆäÀ̽º ÇÁ·Î±×·¥Àº Dassault systems»ç¿ÍÀÇ
Çù·ÂÇÏ¿¡ Hibbitt, Karlsson & Sorensen, Inc.¿¡¼
°³¹ßÇÑ °ÍÀÔ´Ï´Ù.
Preprocessor º¯È¯ ÇÁ·Î±×·¥Àº CATIA¿¡¼ »ý¼ºÇÑ À¯ÇÑ ¿ä¼Ò ¸ðµ¨À»
ABAQUS input file¿¡¼ÀÇ nodes, elements, sets,
MPCs, loads, boundary conditions µîÀ¸·Î º¯È¯½ÃÄÑ ÁÝ´Ï´Ù.
Postprocessor º¯È¯ ÇÁ·Î±×·¥Àº ABAQUS ÇØ¼® °á°ú¸¦ CATIA¿¡¼
º¼ ¼ö ÀÖµµ·Ï ÇØÁÖ¸ç ÀϹÝÀûÀ¸·Î »ç¿ëµÇ´Â node¿Í element¿¡¼ÀÇ °á°úµéÀ»
¸ðµÎ º¼ ¼ö ÀÖ½À´Ï´Ù.
ABAQUS/ADAMS
ABAQUS/ADAMS´Â ABAQUS¸¦ ÀÌ¿ëÇÏ¿© ÇØ¼®ÇÑ °á°ú¸¦ Mechanical
Dynamics, Inc.ÀÇ ÇØ¼® ÇÁ·Î±×·¥ÀÎ ADAMS/Flex·Î ³Ñ°Ü ÁÖ´Â ÀÎÅÍÆäÀ̽º
ÇÁ·Î±×·¥ÀÔ´Ï´Ù. ADAMS/Flex´Â ADAMS¸¦ ÀÌ¿ëÇÏ¿© dynamic ÇØ¼®À»
¼öÇàÇÒ ¶§ °¢ componentÀÇ flexibility¸¦ °í·ÁÇϰíÀÚ ÇÒ °æ¿ì¿¡
»ç¿ëµÇ¸ç À̶§ ABAQUS¿Í °°Àº À¯ÇÑ ¿ä¼Ò ÇØ¼® ÇÁ·Î±×·¥ÀÇ °á°ú°¡ ÇÊ¿äÇÕ´Ï´Ù.
ABAQUS/ADAMS´Â ADAMS componentµé¿¡ ´ëÇÑ ABAQUS ¸ðµ¨À»
»ý¼ºÇϰí, ABAQUS¸¦ ÀÌ¿ëÇÑ ÇØ¼® °á°ú¸¦ ADAMS/Flex¿¡¼ ÇÊ¿äÇÑ ÇüÅÂÀÇ
ADAMS modal neutral file (MNF)·Î º¯È¯½ÃÄÑ ÁÝ´Ï´Ù.
ADAMS/Flex´Â ¸ð¿ìµå ÅëÇÕ¹ý(Component Mode Synthesis)À»
ÀÌ¿ëÇϸç À̸¦ À§ÇØ component modeµéÀ» °è»êÇÏ´Â °úÁ¤¿¡¼´Â ABAQUS/Standard°¡
»ç¿ëµË´Ï´Ù.
ABAQUS/ADAMS´Â ABAQUS/Standard¿¡¼ »ç¿ëµÇ´Â ±â´É Áß ÇϳªÀÎ
superelement ±â¹ý¿¡ ±â¹ÝÀ» µÎ°í ÀÖÀ¸¹Ç·Î ABAQUS/ADAMS »ç¿ëÀÚ´Â
¿©·¯ °³ÀÇ ADAMS componentµéÀ» °¢°¢ÀÇ superelement·Î ¸ðµ¨¸µÇÏ¿©
ÇØ¼®À» ¼öÇàÇÕ´Ï´Ù.
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