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µÚ¶þ¸öÎÊÌ⣺Out ÎļþÖУºÑ¹Á¦ÕÅÁ¿Cartesian components of stress tensor (hartree/bohr^3)
  sigma(1 1)= -4.76514276E-08  sigma(3 2)=  0.00000000E+00
  sigma(2 2)= -4.76514276E-08  sigma(3 1)=  0.00000000E+00
  sigma(3 3)= -4.76514276E-08  sigma(2 1)=  0.00000000E+00
ºÍÌݶÈÊÕÁ²±ê×¼£ºAt Broyd/MD step   3, gradients are converged :
  max grad (force/stress) = 4.7651E-06 < tolmxf= 5.0000E-05 ha/bohr (free atoms)
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a£©At Broyd/MD step  14, gradients are converged :
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strfact
Mnemonics: STRess FACTor
Characteristic:
Variable type: real parameter
Default is 100.0 (Bohr^2)
The stresses multiplied by strfact will be treated like forces in the process of optimization (ionmov=2, non-zero optcell).
For example, the stopping criterion defined by tolmxf relates to these scaled stresses.

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¹ØÓÚµÚ¶þ¸öÎÊÌ⣺ÎÒÏëÎÊmax grad£¨¾ÍÊÇmax grad (force/stress) = 4.7651E-06£©£¬ºÍ sigma(1 1)  22 33 µÄ¹ØÏµ£¬ÕâÈý¸öÊÇѹǿ£¬µ«max gradÃ÷ÏÔÊÇÔÚºÍtolmxf×÷±È½Ï£¬ËùÒÔÓ¦¸ÃÊÇÁ¦¡££¨11+22+33£©³ýÒÔÈýµÈÓÚ -4.76514276E-08£¬ÕâÊÇѹǿ£¬µ«max grad (force/stress) = 4.7651E-06
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-Cartesian components of stress tensor (GPa)         [Pressure=  4.8974E-03 GPa]
- sigma(1 1)= -1.70282756E+00  sigma(3 2)=  0.00000000E+00
- sigma(2 2)= -1.70282756E+00  sigma(3 1)=  0.00000000E+00
- sigma(3 3)=  3.39096300E+00  sigma(2 1)=  0.00000000E+00
¿ÉÒÔ¿´µ½ËäÈ»ÕûÌåµÄ [Pressure=  4.8974E-03 GPa] Ïà¶Ô±È½ÏС£¬µ«ÊÇ11 22 ºÍ33¶¼³¬¹ýÁË1GPa................£¬ÕâºÏÊÊÂ𣿣¨¾ÍÁ¬ÎÒÉèÖÃ1GѹÁ¦ÓÅ»¯Ê±Èý¸ö·ÖÁ¿²ÅÉèΪ-1G£¬¶øÕâ¸öÊÇ0ѹÁ¦ÓÅ»¯£¡£©Ò²¾ÍÊÇ˵ÎÒÓ¦¸Ã¿´Ñ¹Á¦ÕÅÁ¿·ÖÁ¿ÄØ»¹ÊÇÒÔÕûÌå²ÐÓàѹÁ¦Îª±ê×¼£¿
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5Â¥: Originally posted by souledge at 2012-12-05 15:06:45
1£¬¸ù¾Ýfzx2008°æÖ÷µÄÌáʾ£¬¸ÃÎÊÌâ¿ÉÒÔÓÉÏÂÃæ¼¸¸öÐÅÏ¢½â´ð£º
a£©At Broyd/MD step  14, gradients are converged :
  max grad (force/stress) = 5.5774E-06 < tolmxf= 1.0000E-04 ha/bohr (free atoms)
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