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高温下及高温后混凝土的力学性能研究 被引量:28

Investigation on the Mechanical Behavior of Concrete at and after Elevated Temperature
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摘要 对混凝土的高温性能进行了分析和总结,包括高温下不同强度等级混凝土的强度和变形性能恶化的规律;不同降温方式、升温-加载途径对混凝土强度的影响;潮湿环境有利于高温损伤混凝土强度的恢复。此外还阐述了高强混凝土在高温作用下的爆裂现象和爆裂机理,并提出改进高强混凝土抗火性能的建议。 This paper analyzes and summarizes fire-resistance properties of concrete,including the strength and deformation deterioration at the elevated temperature for concrete of different grades. The influence of different cooling conditions and different heating loading paths on the strength of concrete is presented. The humid environment is advantageous to the strength recovery of concrete damaged by high temperature. Based on these analyses, the explosive spalling of HSC at high temperature and its mechanism are also expounded. Some suggestions on the improvement of fire-resistance behaviors of HSC are proposed.
出处 《建筑科学》 北大核心 2005年第3期16-20,共5页 Building Science
基金 云南省教育基金资助项目(59978022)
关键词 力学性能 高温性能 爆裂现象 高强混凝土 混凝土强度 降温方式 high temperature concrete mechanical behavior spalling
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参考文献4

  • 1刘利先.增大截面法加固高温损伤钢筋混凝土柱受力性能的试验研究[D].北京:清华大学.
  • 2过镇海.混凝土耐热力学性能的试验研究总结[R].北京:清华大学土木系,1991..
  • 3Hammar T A. High - strength phase 3, Spalling Reduction Through Material Design, SP6 Fire Resistance, Report 6.2[J]., SINTEF Structures and Concrete, STF70 A95024, February, 1995.
  • 4Hammar T A, Justnes H and Smeplass S. A Concrete Technological Approach to Spalling During Fire,Paper Presented at a Nordic miniseminar, Trondheim, 1989 [J]. SINTEF Structures and Concrete,STF65 A89036.

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