| ²é¿´: 1129 | »Ø¸´: 5 | ||||
Èô²©Ìس¬¼¶°æÖ÷
|
[ÇóÖú]
²ËÄñÇóÖú¹ØÓÚ¼ÓѹÓÅ»¯µÄÎÊÌâ¡£¡£¡£
|
|
×î½üÔÚ×ö¹ØÓÚ¼ÓѹÓÅ»¯µÄ¶«Î÷£¬ µÚÒ»¸öÎÊÌ⣺ÎÒÔÚtoturial ÖÐûÕÒ¼û¾ßÌåµÄ¼ÓѹÓÅ»¯µÄÀý×Ó£¨Ö»ÓÐlesson3ÖÐÓв»¼ÓѹÓÅ»¯µÄÀý×Ó£©£¬ÇëÎÊÓÐûÓоßÌ幨ÓÚ¼ÓѹÓÅ»¯µÄÀý×Ó£¿ÓеϰÔÚÄÇÒ»½Ú£¿ 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) Ö®¼äΪʲô³ÊÏÖsigma(1 1)+22+33ÕûÌå³ýÒÔÈý ÔÙ³ËÒÔ10µÄ2´Î·½µÄ¹ØÏµ£¿°´µÀÀí˵max gradµÄµ¥Î»ÊÇ ha/boh£¬¶øÑ¹Á¦ÕÅÁ¿µ¥Î»ÊÇhartree/bohr^3¡£ÕâÊDz»Í¬Á¿¸ÙµÄ¶«Î÷°¡£¿ Èý ÇëÎÊΪʲôÁ¢·½¾§Ïµsigma(1 1)=22=33¶øËÄ·½¾§Ïµ£¨±ÈÈç½ðºìʯ£©sigma(1 1)=22²»µÈÓÚ33ÄØ£¬11 22 ºÍ33Ö®¼äµÄ¹ØÏµÊ½Ê²Ã´ÄØ£¿Èç¹ûÎÒѹ¼ÛÓÅ»¯½ðºìʯ¾§°ûʱӦ¸ÃÔõÑÛÉèÖÃ11 22 33ÄØ£¿ ×îºó ¹òÇó¸ßÊÖÁË¡£¡£¡£¡£ |
» ²ÂÄãϲ»¶
342Çóµ÷¼Á
ÒѾÓÐ9È˻ظ´
²ÄÁÏÓ뻯¹¤µ÷¼ÁÒ»Ö¾Ô¸´óÁ¬º£ÊÂ085600£¬349
ÒѾÓÐ7È˻ظ´
Ò»Ö¾Ô¸ÎäÀí²ÄÁϹ¤³Ì302µ÷¼Á»·»¯»ò»¯¹¤
ÒѾÓÐ16È˻ظ´
311Çóµ÷¼ÁÒ»Ö¾Ô¸ºÏ·Ê¹¤Òµ´óѧ
ÒѾÓÐ12È˻ظ´
»·¾³¹¤³Ìµ÷¼Á
ÒѾÓÐ3È˻ظ´
288Çóµ÷¼Á Ò»Ö¾Ô¸¹þ¹¤´ó ²ÄÁÏÓ뻯¹¤
ÒѾÓÐ22È˻ظ´
085600£¬321·ÖÇóµ÷¼Á
ÒѾÓÐ9È˻ظ´
282Çóµ÷¼Á
ÒѾÓÐ11È˻ظ´
Ò»Ö¾Ô¸ ÄϾ©º½¿Õº½Ìì´óѧ £¬080500²ÄÁÏ¿ÆÑ§Ó빤³Ìѧ˶
ÒѾÓÐ11È˻ظ´
ÍÁľ304Çóµ÷¼Á
ÒѾÓÐ3È˻ظ´
souledge
ÎÞ³æ
-

ר¼Ò¾Ñé: +174 - 1STÇ¿Ìû: 19
- Ó¦Öú: 303 (´óѧÉú)
- ½ð±Ò: 11306.4
- É¢½ð: 1123
- ºì»¨: 108
- Ìû×Ó: 2814
- ÔÚÏß: 916.1Сʱ
- ³æºÅ: 941486
- ×¢²á: 2010-01-12
- רҵ: ½á¹¹ÌÕ´É
- ¹ÜϽ: µÚÒ»ÐÔÔÀí
¡¾´ð°¸¡¿Ó¦Öú»ØÌû
¡ï ¡ï ¡ï ¡ï ¡ï
¸Ðл²ÎÓ룬ӦÖúÖ¸Êý +1
fzx2008: ½ð±Ò+5, ר¼Ò¿¼ºË, ллָ½Ì£¡ 2012-12-04 18:38:56
¸Ðл²ÎÓ룬ӦÖúÖ¸Êý +1
fzx2008: ½ð±Ò+5, ר¼Ò¿¼ºË, ллָ½Ì£¡ 2012-12-04 18:38:56
|
1£¬Ã»ÓмÓѹÓÅ»¯µÄÀý×Ó£¬ÒòΪËùνµÄ²»¼ÓѹÓÅ»¯£¬¾ÍÊÇΪstrtarget = 0µÄÓÅ»¯£¬¶ø¼ÓѹÓÅ»¯£¬ÊÇstrtargetΪһ¸öfinite valueµÄÓÅ»¯£¬Ôì¸öÀý×Ó¾ÍÊôÓÚÖØ¸´½¨ÉèÁË¡£ 2£¬HartreeÊÇÄÜÁ¿µ¥Î»£¬¿ÉÒÔ¿´×÷ÊÇF*lµÄ½á¹û£¬BohrÊdz¤¶Èµ¥Î»£¬Ò²¾ÍÊÇl¡£ÓÚÊÇHartree/Bohr^3¾Í¿ÉÒÔ¿´×÷ÊÇF*l/l^3=F/l^2£¬ÕýºÃÊÇѹǿµÄµ¥Î»¡£ 3£¬ÀíÂÛÉÏÒ²Ó¦¸ÃÏàµÈ£¬µ«ÊÇÓÉÓÚËÄ·½¾§µÄcÖáÓëa¡¢b·ÇµÈЧÖᣬËùÒÔÄÑÒÔÓÅ»¯ºóÍêȫһÖ£¬µ«ÊǸÃÎÊÌâÏÔÈ»ÔÚ¶Ô³ÆÐÔ¼«¸ßµÄÁ¢·½¾§Éϲ»´æÔÚ¡£Æäʵ¿ÉÒÔ¿´µ½£¬Èç¹ûÓÅ»¯µÄÊÕÁ²Ìõ¼þºÜ¸ß£¬33·½ÏòµÄѹǿÓë11£¬22µÄ²î±ðºÜС¡£ÖÁÓÚ¼Óѹ£¬Ò»°ã¶¼ÊǼӵȾ²Ñ¹£¬µ±È»ÊÇ11=22=33ÁË¡£ |

2Â¥2012-12-04 17:43:08
hatudi
¹ÜÀíÔ±
|
3Â¥2012-12-04 18:14:05
Èô²©ÌØ
¶Ò»»¹ó±ö
![]()
![]()
![]()
![]()
- Ó¦Öú: 5 (Ó×¶ùÔ°)
- ½ð±Ò: 175.7
- ºì»¨: 1
- Ìû×Ó: 21
- ÔÚÏß: 41Сʱ
- ³æºÅ: 1802945
- ×¢²á: 2012-05-08
- רҵ: Äý¾Û̬ÎïÐÔI:½á¹¹¡¢Á¦Ñ§ºÍ
ËÍÏÊ»¨Ò»¶ä |
Ê×ÏÈ Ð»Ð»ÁË 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 £¬ÕâÊÇÁ¦£¬ÄѵÀ˵ѹǿ³ËÒÔ100¾ÍÊÇÁ¦£¨¶þÕßÖ®¼äÏà²î100±¶£©£¬ÕâÊÇÎªÊ²Ã´ÄØ£¿ ÁíÍâÒ»¸öÎÊÌ⣺ÔÚ¼ÆËã½ðºìʯ0ѹÁ¦ÓÅ»¯Ê±£¬²ÐÓàѹÁ¦Îª£º -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£¿ ×îºó£¬ÎÒÐüÉ͵Ä10¸ö½ð±ÒÓ¦¸ÃÔõÑùÖ§¸¶¸øÄ㣿¸øÄãÁ½¶äСºì»¨Â𣿠|
4Â¥2012-12-05 10:30:33
souledge
½û³æ
-

ר¼Ò¾Ñé: +174 - 1STÇ¿Ìû: 19
- Ó¦Öú: 303 (´óѧÉú)
- ½ð±Ò: 11306.4
- É¢½ð: 1123
- ºì»¨: 108
- Ìû×Ó: 2814
- ÔÚÏß: 916.1Сʱ
- ³æºÅ: 941486
- ×¢²á: 2010-01-12
- רҵ: ½á¹¹ÌÕ´É
- ¹ÜϽ: µÚÒ»ÐÔÔÀí
¡¾´ð°¸¡¿Ó¦Öú»ØÌû
¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï
Èô²©ÌØ: ½ð±Ò+5, ¡ï¡ï¡ïºÜÓаïÖú, ºÜÈÈÐĵÄר¼Ò 2012-12-14 09:03:28
Èô²©ÌØ: ½ð±Ò+5, ¡ï¡ï¡ïºÜÓаïÖú, ºÜºÃµÄдÊÖ£¬Ð»Ð»ÁË£¬Ï£ÍûÄܼ°Ê±»Ø¸´Ï±ߵÄÎÊÌâ¡£ 2012-12-15 16:20:41
Èô²©ÌØ: ½ð±Ò+5, ¡ï¡ï¡ïºÜÓаïÖú, ºÜÈÈÐĵÄר¼Ò 2012-12-14 09:03:28
Èô²©ÌØ: ½ð±Ò+5, ¡ï¡ï¡ïºÜÓаïÖú, ºÜºÃµÄдÊÖ£¬Ð»Ð»ÁË£¬Ï£ÍûÄܼ°Ê±»Ø¸´Ï±ߵÄÎÊÌâ¡£ 2012-12-15 16:20:41
|
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) ËùÒÔmax grad±íʾ×î´óÌݶȡ£ b£© ËùÒÔÔÚAbinitÖУ¬Ö±½ÓÓÉstressÀ´Ô¤²âÁ¦¡£Ò»°ãϵÊýÊÇ100. ×ÛÉÏ£¬¸Ã·½·¨ÊÇÈ¡stress¾ØÕóÖÐ×î´óµÄÖµÀ´³Ë100£¨µ±È»¿ÉÒÔÉٳˣ¬×Ô¼ºÉèÖÃstrfact¼´¿É£©£¬È»ºóÓëtolmxf±È½Ï¡£ 2£¬LZµÄÓÅ»¯Óеã´Ö²Ú°¡£¬ËäÈ»×ÜPressure¹ýµÃÈ¥£¬µ«ÊÇ£¬¸÷¸ö·½ÏòµÄÈ·ºÜ´ó£¬½¨ÒéÈÃÊÕÁ²Ìõ¼þ¸üÑÏ¿Áµã£¬Ë³±ã¿´¿´½Ø¶ÏÄÜÖ®ÀàµÄ²ÎÊýÊÇ·ñÊÕÁ²¡£ 3£¬Õâ¸öÎÊÌâÓ¦¸ÃÎʰæÖ÷¶ø²»ÊÇÎÒ¡¡ |

5Â¥2012-12-05 15:06:45
Èô²©ÌØ
³¬¼¶°æÖ÷
![]()
![]()
![]()
![]()
- Ó¦Öú: 5 (Ó×¶ùÔ°)
- ½ð±Ò: 175.7
- ºì»¨: 1
- Ìû×Ó: 21
- ÔÚÏß: 41Сʱ
- ³æºÅ: 1802945
- ×¢²á: 2012-05-08
- רҵ: Äý¾Û̬ÎïÐÔI:½á¹¹¡¢Á¦Ñ§ºÍ
|
½Ø¶Ï¶¯ÄÜ»ù±¾ÉÏÊÕÁ²ÎÞÎ󣬹ØÓÚÓÅ»¯¾«¶ÈÓиötolmxfÊÇ¿ÉÒÔµ÷½ÚµÄ£¬µ«ÊÇÕâ¸öÖµÊÇºÍ sigma(1 1) 22 ºÍ33 ÈýÕßÖ®ºÍ³ËÒÔ100ºóµÃµ½µÄÌݶÈ×÷±È½Ï£¨ max grad (force/stress) = 4.7651E-06 < tolmxf= 5.0000E-05 ha/bohr (free atoms)£©£¬¶øºÍ¸÷×ԵķÖÁ¿Ã»ÓйØÏµ£¬ÄÇÒ²¾ÍÊÇû·¨°Ñ¸÷¸ö·ÖÁ¿½øÐÐÔ¼Êø°¡£¬¶øÖ»ÄÜÔ¼ÊøÈýÕßÖ®ºÍ£¬ÕâÔõô°ì°¡£¿ |
6Â¥2012-12-10 17:12:09














»Ø¸´´ËÂ¥