±±¾©Ê¯ÓÍ»¯¹¤Ñ§Ôº2026ÄêÑо¿ÉúÕÐÉú½ÓÊÕµ÷¼Á¹«¸æ
²é¿´: 626  |  »Ø¸´: 2

zoudujian

гæ (ÕýʽдÊÖ)


[½»Á÷] Çë´ó¼Ò°ïæ¿´Ò»ÏÂÉó¸åÒâ¼û£¬ÌáÌáÒâ¼ûÅÄÅÄש¡£¡£¡£

¸ÕÊÕµ½×Ô¼º¸å¼þµÄÉó¸åÒâ¼û£¬µÚÒ»´ÎͶ¹ú¼ÊÆÚ¿¯µÄÎÄÕ£¬¸÷·½ÃæºÜ²»¸øÁ¦£¬Çë´ó¼Ò°ï濴һϣ¬¿´¿´¸å¼þÏÖÔÚ´¦ÔÚʲôÑùµÄ״̬£¬»¹ÓÐÉó¸åÒâ¼û¿ÉÒÔ´ÓÄÇЩ·½ÃæÐ޸쬻¶Ó­´ó¼ÒÅÄש¡£


Ms. Ref. No.:  %%%%%%%%%%%%%%%%%%%
Title: %%%%%%%%%%%%%%%%%%%%%%
Construction & Building Materials

Dear Mr. %%%%%,

Reviewers have now commented on your paper. You will see that they are advising that you revise your manuscript. If you are prepared to undertake the work required, I would be pleased to reconsider my decision.  

For your guidance, reviewers' comments are appended below.

If you decide to revise the work, please submit a list of changes or a rebuttal against each point which is being raised when you submit the revised manuscript.

To submit a revision, please go to http://ees.elsevier.com/conbuildmat/ and login as an Author.
Your username is: %%%%%%
If you need to retrieve password details, please go to: http://ees.elsevier.com/CONBUILDMAT/automail_query.asp

On your Main Menu page is a folder entitled "Submissions Needing Revision". You will find your submission record there.

Yours sincerely,

M Ohtsu
Regional Editor
Construction & Building Materials

Reviewers' comments:

The research is conducted on the strain-rate effect of sulfar-damaged concrete.   Without good discussion, the paper looses the research significance.£¨Õâ¸ö±»ÎÒ¼Ó´ÖÁË£¬µÚÒ»´ÎͶ¹ú¼ÊÆÚ¿¯µÄÎÄÕ£¬Ó¢ÎÄˮƽʵÔÚ¸ú²»ÉÏ£¬¸ÄÁ˺ܶà´ÎÁË£¬Ò²°´ÕÕÂÛ̳ÉÏ·¢¹ý¶àƪSCIµÄÅ£ÈËÃǵÄSCI¹¥ÂÔÐÞÕýÁ˼¸±é£¬½á¹û»¹ÊǺÜÉËÐÄ£©
In addition, the following corrections are to be made prior to peer review.
1. On page 2 reference is made to Dongming Yan as well as Forquin and Safa - should these contributors not be referenced by way of number?
£¨ÕâÒ»ÌõÎÒʵÔÚ²»Ã÷°×ÖØµãÔÚÄÄ£¿Ô­ÎÄÖвο¼ÎÄÏ×ÒýÓÃÈçÏ¡°Dongming Yan studied the strain rate dependent behavior of concrete considering initial static loading history and the influence of temperature and moisture content on the strain rate sensitivity [6-7]. P. Forquin and K.Safa explained the influence of free water on the quasi-static and dynamic strength of concrete in confined compression tests. The dissimilarity between saturated and dried specimens was mainly attributed to an increase of pore pressure inside the saturated concrete during fast experiments [8]¡±£©
2. Page 2 - 2nd paragraph - line 2 - reference is made to "bearing more or less durability failure" - do you mean "resulting in durability failure"?
£¨ÎÒ³ÐÈÏÎÒÓÖÖйúÓ¢ÓïÁËÒ»°Ñ£¬±¾À´µÄÒâ˼ÊÇ¡°ÔâÊÜ»ò¶à»òÉÙµÄÄ;ÃÐÔÆÆ»µ¡±£¬¿´À´Éó¸åÈËûÔõô¶Á¶®¡££©
3. On page 3 reference is made to "many structures currently in service will unavoidably suffer from sulphate attack".  Why is this the case?  Were not sulphate resisting cements available and were they not specified for use?
£¨Éó¸åÈ˱ȽϽÏÕæ£¬ÎÒдµÄ±È½ÏÂí»¢£¬¶ÔÓÚÕâ¸öÒâ¼ûµÄ½âÊÍ»¹ÄÜÓ¦¸¶µÄÁË£©
4. Conclusion 4 could be usefully expanded on justifying studying the sulphate phenomenon at higher strain rates and linking it to relevance in practice.  In addition what is the likely engineering benefit of strain rate sensitivity being improved by sulphate attack?
»Ø¸´´ËÂ¥

» ²ÂÄãϲ»¶

» ±¾Ö÷ÌâÏà¹Ø¼ÛÖµÌùÍÆ¼ö£¬¶ÔÄúͬÑùÓаïÖú:

» ÇÀ½ð±ÒÀ²£¡»ØÌû¾Í¿ÉÒԵõ½:

²é¿´È«²¿É¢½ðÌù

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

Molu

ľ³æ (ÕýʽдÊÖ)


zoudujian(½ð±Ò+1): лл£¬Ï£ÍûÕæÄÜÈçÄãËùÑÔ£¬ÈçÎÒËùÔ¸¡£¡£¡£ 2011-03-08 16:51:25
zoudujian(½ð±Ò+1): 2011-03-29 16:58:55
ÈÏÕæÐ޸ģ¬ÖðÌõÒâ¼û»Ø¸´£¬»áÓкÃÏûÏ¢£¬bless
2Â¥2011-03-08 16:42:26
ÒÑÔÄ   »Ø¸´´ËÂ¥   ¹Ø×¢TA ¸øTA·¢ÏûÏ¢ ËÍTAºì»¨ TAµÄ»ØÌû

zoudujian

гæ (ÕýʽдÊÖ)


°³½ð±Ò²»¶à£¬´ó¼Ò°ï°ïæÁË¡£¡£¡£
3Â¥2011-03-08 18:56:57
ÒÑÔÄ   »Ø¸´´ËÂ¥   ¹Ø×¢TA ¸øTA·¢ÏûÏ¢ ËÍTAºì»¨ TAµÄ»ØÌû
Ïà¹Ø°æ¿éÌø×ª ÎÒÒª¶©ÔÄÂ¥Ö÷ zoudujian µÄÖ÷Ìâ¸üÐÂ
×î¾ßÈËÆøÈÈÌûÍÆ¼ö [²é¿´È«²¿] ×÷Õß »Ø/¿´ ×îºó·¢±í
[¿¼ÑÐ] 308Çóµ÷¼Á +8 ÌÈÈôÆð·çÁËÄØ 2026-04-05 8/400 2026-04-05 21:43 by ×íÎÌwl
[¿¼ÑÐ] 086000ÉúÎïÓëÒ½Ò©298µ÷¼ÁÇóÖú +9 ÔªÔªÇàÇà 2026-03-31 12/600 2026-04-05 21:03 by ѧԱ8dgXkO
[¿¼ÑÐ] 328·Öµ÷¼Á +6 ÃÅmen 2026-04-04 6/300 2026-04-05 13:40 by imissbao
[¿¼ÑÐ] Ò»Ö¾Ô¸½­ÄÏ´óѧ085501»úе¹¤³Ìר˶326·Ö£¬±¾¿Æ¼Ñľ˹´óѧ +5 ¹ËÈô¸¡Éú 2026-04-03 9/450 2026-04-05 09:57 by 1753564080
[¿¼ÑÐ] 070300»¯Ñ§Ñ§Ë¶311·ÖÇóµ÷¼Á +10 Áº¸»¹óÏÕÖÐÇó 2026-04-04 12/600 2026-04-05 09:37 by guoweigw
[¿¼ÑÐ] ²ÄÁϵ÷¼Á +9 ¸ï΢¹ð 2026-04-04 9/450 2026-04-05 08:27 by 544594351
[¿¼ÑÐ] 341Çóµ÷¼Á +3 Âå¶àÂÞ 2026-04-02 4/200 2026-04-04 21:36 by ÖÇÄÜÖÇ»Û
[¿¼ÑÐ] 301Çóµ÷¼Á +18 ÂæÍÕÄÐÈË 2026-04-02 18/900 2026-04-04 20:33 by À¶ÔÆË¼Óê
[¿¼ÑÐ] 278Çóµ÷¼Á +3 ÒÀ¾É£¡ 2026-04-02 4/200 2026-04-04 20:27 by À¶ÔÆË¼Óê
[¿¼ÑÐ] 309Çóµ÷¼Á +6 ÁõÁõÁõ1231 2026-04-02 7/350 2026-04-04 13:41 by liucky
[¿¼ÑÐ] 0856£¬269·ÖÇóµ÷¼Á +15 ÓÐѧÉϾÍÐÐÇóÇóÁ 2026-03-30 18/900 2026-04-03 16:50 by melodiousnow
[¿¼ÑÐ] 282Çóµ÷¼Á ²»Ìôרҵ ÇóÊÕÁô +7 Yam. 2026-03-30 8/400 2026-04-03 14:12 by zhangdingwa
[¿¼ÑÐ] ÍÁľˮÀû328·ÖÇóµ÷¼Á +6 ¼²·çÖª¾¢²Ý666 2026-04-02 6/300 2026-04-03 11:38 by znian
[¿¼ÑÐ] 08¹¤¿Æ275·ÖÇóµ÷¼Á +14 AaAa7420 2026-03-31 14/700 2026-04-03 11:13 by cocolv
[»ù½ðÉêÇë] ÇëÎʹ²Í¬Í¨Ñ¶ºÍ¹²Í¬Ò»×÷µÄÈϿɶÈÎÊÌâ 10+4 psa1234 2026-04-01 10/500 2026-04-03 11:08 by Kittylucky
[¿¼ÑÐ] 295Çóµ÷¼Á +7 Ô¸ÂÃ;ÓÀԶ̹Ȼ 2026-04-02 7/350 2026-04-03 08:22 by fangshan711
[¿¼ÑÐ] Ò»Ö¾Ô¸±±¾©¿Æ¼¼´óѧ085601²ÄÁϹ¤³ÌÓ¢Ò»Êý¶þ³õÊÔ×Ü·Ö335Çóµ÷¼Á +9 Ë«ÂíβƦÀϰå2 2026-04-01 9/450 2026-04-02 12:14 by oooqiao
[¿¼ÑÐ] 265Çóµ÷¼Á +11 yelck 2026-04-01 12/600 2026-04-01 19:12 by 549790059
[¿¼ÑÐ] 349Çóµ÷¼Á +6 ³ÔµÄ²»ÉÙ 2026-04-01 6/300 2026-04-01 17:55 by JYD2011
[¿¼ÑÐ] µ÷¼Á +4 GK72 2026-03-30 4/200 2026-03-30 20:32 by dick_runner
ÐÅÏ¢Ìáʾ
ÇëÌî´¦ÀíÒâ¼û