湖南省建设厅科技计划项目 ( 2 0 0 0 0 1 -0 2 )
通过对 1 2根承受集中荷载作用下破坏后补好的矩形截面钢筋混凝土约束梁斜向贴 CFRP抗剪加固试验结果的分析 ,提出了 CFRP有效应变的概念 ,得出了随角度变化 CFRP抗剪承载力计算公式
By analyzing the test data of twelve restrained rectangular beams which were fixed after destroying under concentrated loads, the conception of effective CFRP strain and the contribution of inclined external CFRP to shear capacity are put forward.
尚守平,王海东,童桦,杨建西,单远铭.钢筋混凝土约束梁斜向贴CFRP抗剪加固研究[J].湖南大学学报：自然科学版,2002,29(3):
