期刊文献+

不同路径对Q235钢材高温性能的影响 被引量:11

The effect of multi-paths on mechanical properties of Q235 steel at elevated temperature
下载PDF
导出
摘要 为了研究温度和应力变化历史对钢材高温性能的影响,采用MTS809和MTS653试验系统对我国建筑结构中常用的Q235钢材进行了不同温度-应力路径下的材料高温性能试验。其中用MTS809系统控制试件荷载大小,用MTS653系统控制试件温度变化,两套试验系统同时使用,从而可以同步测得试件在各个时刻的应力、应变和温度值。试验得到Q235钢材在各种不同温度-应力路径下的性能以及应力(应力增量)与应变(应变增量)、温度(温度增量)与应变(应变增量)之间的相对变化规律曲线,结果表明同一种钢材在不同路径下表现出各不相同的材料性能,其应力、应变和温度三者之间呈现出不同的关系。从而提出了钢材的高温性能不仅与温度状态有关,还受温度-应力历史的影响,采用因路径而异的应力、应变、温度三者关系进行钢结构高温性能分析将更为精确。 To study the effect of temperature and stress history on material properties,tests were carried out on Q235 steel under different temperature-stress paths using the MTS809 and MTS653 experimental system.The MTS809 was used to control stress of the specimen and the MTS653 to control the temperature,operating simultaneously so that the stress,strain and temperature can be measured at the same time.The material properties of Q235 steel and the variations of stress,temperature and strain,or stress increment,temperature increment and strain increment,under every path were obtained from the tests.The results indicated that the material exhibits various properties under different paths,and the relationships among stress,strain and temperature were different.It is concluded that the high temperature properties of steel material are influenced by not only temperature but also temperature and stress history,and it would be more accurate to use the diverse relationship among stress,strain and temperature according to different paths for fire resistance analysis of steel structures.
出处 《土木工程学报》 EI CSCD 北大核心 2010年第1期29-34,共6页 China Civil Engineering Journal
基金 国家自然科学基金资助项目(50578093)
关键词 Q235钢 材料性能 不同路径 高温 影响 Q235 steel mechanical properties multi-paths elevated temperature effect
  • 相关文献

参考文献12

  • 1European committee for standardization. NEN-EN 1993-1-2 euroeode 3-design of steel structures-part 1-2: General rules-structural fire design[ S]. 被引量:1
  • 2ECCS-T3 European recommendations for the fire safety of steel structures[ S]. Amsterdam: Elsevier, 1983. 被引量:1
  • 3BS 5950 Structural use of steelwork in building-part 8: code of practice for fire resistance design[ S]. 被引量:1
  • 4Standards Australia. AS4100 Steel structure[ S ]. 被引量:1
  • 5Anderberg Y. Modeling steel behavior [ J ]. Fire Safety Journal, 1988, 13 (1): 17-26. 被引量:1
  • 6陆洲导..钢筋混凝土梁对火灾反应的研究[D].同济大学,1989:
  • 7吕彤光..高温下钢筋的强度和变形试验研究[D].清华大学,1996:
  • 8李国强,陈凯,蒋首超,殷颖智.高温下Q345钢的材料性能试验研究[J].建筑结构,2001,31(1):53-55. 被引量:70
  • 9Li Guoqiang, Jiang Shouchao , Yin Yingzhi, et al. Experimental studies on the properties of constructional steel at elevated temperatures [ J ]. Journal of Structural Engineering, 2003, 129(12) : 1717-1721. 被引量:1
  • 10Makelainen P, Outinen J, Kesti J. Fire design model for structural steel S420M based upon transient-state tensile test results [ J ]. Journal of Constructional Steel Research, 1998, 48 (1) : 47-57. 被引量:1

二级参考文献2

共引文献69

同被引文献98

引证文献11

二级引证文献92

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部