摘要
采用有限元法对外包角钢加固的钢筋混凝土柱进行了承载力分析,并将计算结果与试验值进行了比较,二者吻合较好。结果表明本计算模式与程序较为合理。
The bearing capacity of reinforced concrete columns consolidated by the outside rolled angle was analyzed by finite element method.The results of the computation and the test were compared,which were in good coincidence.It is shown this calculating model and program are rational.
出处
《桥梁建设》
EI
CSCD
北大核心
1999年第3期11-13,共3页
Bridge Construction
关键词
钢筋混凝土结构
柱
受压构件
角钢
加固
reinforced concrete structure
column
compression member
rolled angle
reinforcement
bearing capacity
finite element method
static structural analysis
