摘要
进行了 4根外包钢混凝土加固柱与 4根混凝土柱的轴心抗压对比实验 ,分析研究了外包钢混凝土加固柱的结构性能如破坏形状、强度提高情况以及钢板与混凝土不同连接方式的效果 .结果表明 。
In this paper, 8 short column specimens were tested under static loading, including 4 concrete columns and 4 concrete columns reinforced outside with steel plank(CRSP). Structural behavior, such as failure mechanism, bearing mechanism, bearing capacity and the effect of differential connected methods between concrete and steel plank were studied. The conclusion is that the theory of concrete-filled rectangular steel tubular(CFRT) can be used to calculate the strength of CRSP.
出处
《福州大学学报（自然科学版）》
CAS
CSCD
2002年第2期221-224,共4页
Journal of Fuzhou University(Natural Science Edition)
