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±¾Ìû²úÉú 1 ¸ö ·­ÒëEPI £¬µã»÷ÕâÀï½øÐв鿴

ÏèÓÚÌìÏÂ

Òø³æ (ÕýʽдÊÖ)

[ÇóÖú] Çë´óÉñ°ïæ½â´ðÒÔÏÂÎÊÌâ

Çë´óÉñ°ïæ½â´ðÒÔÏÂÎÊÌâ:
Óï¾äµÄÓÅ»¯:
1. ÔØºÉ·¾¶µÄ±ä»¯³ýÁËthe variation of loading pathºÍloading path¡¯s variation£¬»¹ÓÐʲôÆäËû˵·¨£¿ÎÄÖÐÕâ¸ö´Ê³öÏֺܶà´Î£¬Ïëʱ²»Ê±»»Ò»»»¡­¡­
2. XXXÖ»Õ¼YYµÄ×îºóһС²¿·Ö¿ÉÒÔ·­ÒëΪXXX only occupies the final fraction of YY Âð£¿
3.ËÙÂʵı仯£¬ÕâÀïµÄ±ä»¯³ýÁËchange£¬variation »¹ÓÐʲô´Ê¿ÉÒÔÓã¿
4. Ö»±»YYYËùÓ°ÏìµÄXXX£¬Ð´³Éthe XXX only affected by YYY¿ÉÒÔÂ𣿻¹ÓиüºÃµÄÑ¡ÔñÂð
5. Òò´Ë£¬Ê¹ÓÃAÓëBÁ½·½·¨µÃµ½¾ùÖµºÍ·ÖÉ¢ÐÔÏàËÆµÄ½á¹û²¢²»Ææ¹Ö£º
it is not surprising to get the results with same average and scatter between A and B.
¿ÉÒÔÂð£¿
6.³ýÁËA£¬XXÒ²¿¼ÂÇÁËB£ºBesides A, XXX also takes B into consideration. ¿ÉÒÔÂð£¿
7 ÈçºÎÅжÏÔÚÔØºÉ±ä»¯Ê±ÑÝ»¯¹ý³Ì´¦ÓÚÄÄÒ»½×¶ÎÒÀÈ»ÐèÒª½øÒ»²½Ñо¿£º
the criteria to judge which stage the evolution is in during loading transformation still need further research
¿ÉÒÔÂð£¿
8 Èç¹ûËðÉ˺ÍСÓÚ1£¬ËµÃ÷XXX¼ÓËÙÁËYYËÙÂÊ¡£Ïà·´£¬Ôò˵Ã÷XXX¼õСÁËYYËÙÂÊ
If the damage sum is less than 1, it means the YY rate is increased due to XXX. On the contrary, a damage sum larger than 1 means the YY rate is decreased by XXX.
ÄÜ·ñ¸Ä½øÏ£¬¸üԭ֭ԭζһЩ
¶Ì¾äµÄ·­Ò룺
1. XXXÔÚYYY¹ý³ÌÖÐÕ¼¾ÝÖ÷Òª²¿·Ö
2.¸ù¾ÝÔØºÉת±äʱËðÉËÑÝ»¯Ëù´¦µÄ״̬
3.Èç¹ûA>B£¬XXϽµ£¬·´Ö®ÉÏÉý
4. ×÷Ϊһ¸öÕûÌå as a ???
5 ¿ÉÄܵÈÓÚ0 ºÍ ²»¿ÉÄܵÈÓÚ0Ôõô·­Ò룿
possible to be1ºÍimpossible to be1£¿ÓиüºÃµÄÑ¡ÔñÂð

³¤¾ä×ӵķ­Ò룺
1. ×ܶøÑÔÖ®£¬Ä¿Ç°ÓйØXXXXµÄÊÔÑ黹·Ç³£È±·¦¡£
2. ¼ÓÔØ¿ªÊ¼ºó£¬²ÄÁϾͱíÏÖ³öÁËÑ­»·Ó²»¯ÐÐΪ£¨Cyclic hardening behavior£©¡£
£¨Ï£ÍûÄÜÍ»³öÕâ¸ö¡°¾Í¡±×Ö£©
3 ²ÄÁϽøÈëÒ»¸öÎȶ¨½×¶Î£¬Ö±µ½Ñ­»·Êý´ïµ½99%ºó·¢ÉúÓ¦±ä¾çÁÒÔö¼Ó

» ²ÂÄãϲ»¶

ÒÑÔÄ   »Ø¸´´ËÂ¥   ¹Ø×¢TA ¸øTA·¢ÏûÏ¢ ËÍTAºì»¨ TAµÄ»ØÌû

mac194

Ìú³æ (Ö°Òµ×÷¼Ò)

¡¾´ð°¸¡¿Ó¦Öú»ØÌû

¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï
RXMCDM: ½ð±Ò+1 2014-05-13 14:07:45
ÏèÓÚÌìÏÂ: ½ð±Ò+20, ·­ÒëEPI+1 2014-05-13 15:20:45
[¸Ðл½±ÉÍ]
1.  ²»ÒªÓà path¡¯s
  ÔغÉ·¾¶µÄ±ä»¯ = variations in loading path »ò loading path variations
2.  fraction, part, portion,percentage ¶¼ÐÐ, µ«²»ÒªÓà occupies
  XXÕ¼YYµÄ×îºóһС²¿·Ö = XX only accounts for a small part of YY
3.  ±ä»¯ = change, variation, shift, adjustment, fluctuation
  fluctuation ͨ³£Ö¸ÏµÍ³ÄÚÔڵı䶯,²»ÊÜÍâÈË¿ØÖÆ
4a. ½¨Òé¸ÄÓà to be affected by ¼ÓÇ¿; likely ¿ÉÓÿɲ»ÓÃ
  NO:  "the XXX only affected by YYY"
  YES: "the only part of XXX LIKELY TO BE affected by YYY
4b.  ÓиüºÃµÄÑ¡ÔñÂð?
  Àí¿ÆÂÛÎÄ»ù±¾ÉÏûÓиüºÃÑ¡Ôñ
    ËäÈ»¿ÉÓà to depend on YYY  »ò to be driven by YYY
    ... ÒòÎªÕæÕýÖ÷ÌâÊÇ XXX ²»ÊÇ YYY
  Èç¹ûÊÇÎÄ¿ÆÂÛÎÄ,Ôò
    affected ¿É¸Ä influenced, impacted, influenced [by]...
    to be affected by  ¿É¸Ä subject to »ò amenable to
      [°©Ï¸°ûÊÇ"»îµÄ" ÎÒ¾õµÃÒ½ÁÆÊôÓÚ"ÎÄ¿Æ"; ÔØºÉ²»ÊÇ,ËùÒÔÎïÀíºÍ»¯Ñ§Êô"Àí¿Æ"]
5.  ·½·¨ = method
  ¸ü¼ò½à:
    Little wonder methods A and B should yield nearly identical averages and deviations, for __½âÊÍ__
6. A,B ¿¿½ü·Å¾Í¸üÒ×¶Á,ËùÒÔ
  XXX not only takes into account A, but B as well
   »ò
  A as well B are both considered
   ²Î¿¼
  https://muchong.com/bbs/viewthread.php?tid=7370399&authorid=2488597
7.
  There are no telltale markers to load path variation; finding them is a worthwhile topic for future research

  [ ÅÂÍ£µç,ÐÝÏ¢Ò»»á¶ù ]
Çë´óÉñ°ïæ½â´ðÒÔÏÂÎÊÌâ
amenable  ¶¨Òå.jpg

2Â¥2014-05-13 06:13:22
ÒÑÔÄ   »Ø¸´´ËÂ¥   ¹Ø×¢TA ¸øTA·¢ÏûÏ¢ ËÍTAºì»¨ TAµÄ»ØÌû

mac194

Ìú³æ (Ö°Òµ×÷¼Ò)

¡¾´ð°¸¡¿Ó¦Öú»ØÌû

¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï ¡ï
RXMCDM: ½ð±Ò+1 2014-05-13 14:07:51
ÏèÓÚÌìÏÂ: ½ð±Ò+20 2014-05-13 15:20:49
[¸Ðл½±ÉÍ]
8.  Èý¾äʤһ¾ä... ¸üÒ×¶Á
  Suppose  Total Damage = __¼ÆËã·½·¨,·½³Ì__
    Total Damage < 1  means XXX has caused YY rate to accelerate
    Total Damage > 1  means XXX has caused a drop in YY rate
¶Ì¾ä 1
  YYY accounts for most if not all of XXX
  Most of XXX are due to YYY
¶Ì¾ä 2
  Depending on the extent of [further] damage caused by [sudden] load variation,...
¶Ì¾ä 3
  XX decreases if A>B, and increases otherwise
¶Ì¾ä 4
  NO:  "as a"
  YES: "as a whole"  // "in its entirity"
¶Ì¾ä 5
  ¿ÉÄܵÈÓÚ0  =  possibly 0
²»¿ÉÄܵÈÓÚ0 = definitely not 0
³¤¾ä 1
  At any rate, there is a dearth of empirical data related to XXX
³¤¾ä 2  "Sudden" = "¾Í" // "immediately"  = "¾Í"
  Sudden onset of cyclic hardening behavior is observed immediately following initial loading
³¤¾ä 3
  ÇëÎÊ: ʲô½Ð "Îȶ¨½×¶Î"... ·´Ó¦ºÜÈÝÒ×Ô¤²â,»¹ÊÇû·´Ó¦ [ non-responsive ] ??
    Save for catastrophic failure near the very end, material response is largely predictable during the test
3Â¥2014-05-13 07:19:31
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