http://www.nercast.com/icas2010
2010 年先进钢铁材料国际会议 ” （ International Conference on Advanced Steels 2010 ， ICAS 2010 ）将于 2010 年 11 月 9-11 日在中国桂林召开, “ ICAS 2010 合并了 “International Symposium on Ultrafine Grained Structures （ ISUGS ） ” 和 “International Conference on Advanced Structural Steels （ ICASS ） ” ，由中国、日本、韩国、印度共同主办，会议主题涵盖了钢铁冶金、物理冶金、钢种、加工和制造、模拟、性能及应用等领域。

      会议主办单位：中国金属学会（ CSM ）、日本钢铁协会（ ISIJ ）、韩国金属和材料学会（ KIMM ）和印度冶金研究院（ IIM ）

      会议组织单位：钢铁研究总院（ CISRI ）和先进钢铁材料技术国家工程研究中心（ NERCAST ）  

      现诚邀您投稿并参会。详情请阅会议通知，或查http://www.nercast.com/icas2010 。 如需纸质会议通知，请洽秘书处。

      ICAS 2010 组织委员会 2009 年 12 月

      ICAS 2010 会议秘书处 联系人：刘 苏

      地址：北京学院南路 76 号 钢铁研究总院结构材料研究所

      邮编： 100081

      Tel: +86-10-62185204

      Fax: +86-10-62182308

      E-mail: icas2010@nercast.com

      Website: www.nercast.com/icas2010

Call for Papers

Those wishing to present a paper (papers) would be asked to submit an abstract (not exceed 400 words) to the Conference Secretariat via E-mail. The abstract needs to summarize the content of the paper, indicating its aim and contribution. An example is provided in the end of this circular.

Please note that your Pre-registration Form must be submitted together with the abstracts to Conference Secretariat. The deadline for the submission is May 31, 2010.

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The Conference Secretariat will send the confirmation for the receipt of the abstract to each author straight after receiving it. If you don't receive any confirmation, please contact the Conference Secretariat.

 

Example For Abstract

 

1300MPa Grade High Strength Steel for Bolts with

 

 

Weijun HUI1, Han DONG1, Yuqing WENG2, Silian CHEN1, Maoqiu WANG1 (1.Central Iron & Steel Research Institute, Beijing 100081, China; 2.The Chinese Society for Metals, Beijing 100711, China)

 

ABSTRACT:

By the increase in Mo content, the addition of microalloying elements V and Nb and by reducing the contents of Mn, P and S based on the composition of steel 42CrMo, we have developed a 1300MPa-grade high strength steel (ADF1) for bolts. Sustained load bending test, sustained load tensile test and stress corrosion cracking test have been carried out to evaluate the delayed fracture resistance of steel ADF1 and commercial steel 42CrMo. The results show that ADF1 has superior delayed fracture resistance to that of 42CrMo. It’s concluded that the superior delayed fracture resistance of ADF1 is mainly due to the increase of tempering temperature, fine homogeneously distributed MC carbide and fine prior austenite grain size.

Superior Delayed Fracture Resistance

Date

Abstract Deadline………………………………May 31, 2010
Manuscript Deadline…………………………September 30, 2010