摘要
通过对足尺钢筋混凝土双向简支板进行恒载下的受火试验研究,得出了双向板在受火过程中板的温度场分布规律,板平面外的变形以及板边转角的改变情况,并给出了一些有价值的结论和建议,为今后结构火灾行为进一步的理论分析提供了依据.
This dissertation generalizes the test on the full-scale reinforced concrete simply-supported slabs under fire at the normal loading condition. Through the experiment, it obtains the regulation of distribution of the temperature field,the deformation outside the slab as well as the changing of the cape： Meanwhile, it reaches some valuable conclusions and suggestions, which will be used as the basis for further theoretical analysis.
出处
《青岛理工大学学报》
CAS
2008年第2期10-13,共4页
Journal of Qingdao University of Technology
基金
国家重点自然科学基金资助项目(50578078)
国家自然科学基金重大国际合作研究项目(50320120156)
国家重点基础研究专项经费(2001CB409603)
关键词
火灾
简支板
温度
变形
fire
simple-supported slab
temperature field
deformation
