摘要
对用碳纤维片材局部粘结加固钢筋混凝土梁截面刚度的变化规律进行了分析,推导了碳纤维片材局部粘结加固钢筋混凝土梁截面刚度的简化计算公式,通过实验对比分析验证了该计算公式的合理性。
It analyzed the variation of stiffness of carbon fiber sheets through local bonded to reinforce beam,derived simplified formula of stiffness of carbon fiber sheets through local bonded to reinforce concrete beam.Through experiments,it compared and proved the reasonability of the calculation formula.
出处
《山西建筑》
2010年第18期62-64,共3页
Shanxi Architecture
关键词
加固
局部粘贴
刚度
consolidation
local bonding
rigidity
