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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 Â𣿠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. ¿ÉÒÔÂ𣿠6.³ýÁËA£¬XXÒ²¿¼ÂÇÁËB£ºBesides A, XXX also takes B into consideration. ¿ÉÒÔÂ𣿠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 ¿ÉÒÔÂ𣿠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£¬¸üÔÖÔζһЩ ¶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¡ÔñÂ𠳤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 |
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mac194
Ìú³æ (Ö°Òµ×÷¼Ò)
- ·ÒëEPI: 61
- Ó¦Öú: 128 (¸ßÖÐÉú)
- ½ð±Ò: 21401.3
- ºì»¨: 101
- Ìû×Ó: 3332
- ÔÚÏß: 3370.2Сʱ
- ³æºÅ: 2488597
- ×¢²á: 2013-05-30
- רҵ: ¸ß·Ö×Ó²ÄÁϵļӹ¤Óë³ÉÐÍ
¡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
RXMCDM: ½ð±Ò+1 2014-05-13 14:07:45
ÏèÓÚÌìÏÂ: ½ð±Ò+20, ·ÒëEPI+1 2014-05-13 15:20:45
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[¸Ðл½±ÉÍ] 1. ²»ÒªÓà path¡¯s ÔØºÉ·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»Óà 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 ] amenable ¶¨Òå.jpg |
2Â¥2014-05-13 06:13:22
mac194
Ìú³æ (Ö°Òµ×÷¼Ò)
- ·ÒëEPI: 61
- Ó¦Öú: 128 (¸ßÖÐÉú)
- ½ð±Ò: 21401.3
- ºì»¨: 101
- Ìû×Ó: 3332
- ÔÚÏß: 3370.2Сʱ
- ³æºÅ: 2488597
- ×¢²á: 2013-05-30
- רҵ: ¸ß·Ö×Ó²ÄÁϵļӹ¤Óë³ÉÐÍ
¡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
RXMCDM: ½ð±Ò+1 2014-05-13 14:07:51
ÏèÓÚÌìÏÂ: ½ð±Ò+20 2014-05-13 15:20:49
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[¸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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