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ÒÔǰÔÚ°æÉÏ·¢¹ýÉó¸åÒâ¼û£¬¿Éϧ´ó¼Ò´îÀíÎҵıȽÏÉÙ£¬Í¬Ñ§¼ø¶¨¸å¼þΪ´óÐÞÖеĴóÐÞ£¬´ó¼Ò°ïæ¼ø¶¨Ò»Ï£¬·´ÕýÊǵÚÒ»´ÎͶ¹ú¼ÊÆÚ¿¯£¬±»¾ÜÁ˼¸´ÎÏÖÔÚÁ³Æ¤ÒѾÓÐÏ൱µÄºñ¶ÈÁË£¬ÓÐɶÒâ¼û¸ø°³Ìáһϡ£ÁíÍ⣬Õâ¸ö¸å¼þµÄÉó¸åÁ÷³ÌÒ²²»Ì«Á˽⣬ÎÒµÄÐ޸ĸåÌá½»ÒѾwith editor°ë¸öÔÂÁË£¬±à¼ÊÇÒª°ÑÐ޸ĸåÖØÐ·¢¸øÒÔǰµÄÉó¸åÈËÉóô£¬»¹ÊÇÁíÕÒÉó¸åÈË¡£»¹ÓÐÎÒ¼û°æÉϵĺܶàÉó¸åÒâ¼û¶¼Êǰ´Éó¸åÈË·Ö¿ªÐ´µÄ£¬ÎÒµÄÇé¿ö¿´×žÍÒ»¸öÉó¸åÈ˵ÄÒâ¼û£¬ÊDz»ÊÇÖ»ÓÐÒ»¸öÈ˵ÄÉó¸åÒâ¼û»ØÀ´±à¼¾Í¾ö¶¨°ÑÎÒÎÄÕÂÍË»ØÀ´ÐÞ¸ÄÁË£¬Çó½â»ó¡£¡£¡£ £¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¡£¨Éó¸åÒâ¼û£© 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. 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? 2. Page 2 - 2nd paragraph - line 2 - reference is made to "bearing more or less durability failure" - do you mean "resulting in durability failure"? 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? 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? |
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