摘要
对4组试件进行冻融锈蚀环境下的试验研究,探讨了钢筋混凝土梁在冻融、锈蚀、先冻融后锈蚀、先锈蚀后冻融环境下的极限承载力和极限挠度的劣化程度,结合试验数据对钢筋混凝土梁在冻融锈蚀环境下的劣化规律做了进一步的分析,并对今后的研究方向提出了建议。
The degradation level of ultimate strength and limit deflection of reinforced concrete beams is studied through 4 groups of specimens in the environment of the freeze-thaw,corrosion,corrosion after freeze-thaw first and freeze-thaw after corrosion first.A further analysis is made on the reinforced concrete beams in the environment of the freeze-thaw and corrosion with the test data.Finally,some advice is given for future research.
出处
《长春工程学院学报(自然科学版)》
2010年第4期17-20,36,共5页
Journal of Changchun Institute of Technology:Natural Sciences Edition
关键词
冻融循环
锈蚀
抗弯刚度
抗弯承载力
freeze-thaw cycle
corrosion
anti-bending stiffness
flexural capacity