摘要
为了研究外贴碳纤维布加固钢筋混凝土构件抗爆能力 ,对用碳纤维布不同加固方式和配筋率的钢筋混凝土模型进行了抗爆炸冲击波试验研究。试验结果表明 ,在模型截面尺寸相同的条件下 。
To study the explosive resistance of the component strengthened by adhering CFRP, the reinforced concrete models with different strengthening ways and reinforcement ratio were experimentally investigated. The results have satisfactorily shown that capability of these models to resist explosive wave can be greatly improved under the same size of model section
出处
《解放军理工大学学报（自然科学版）》
EI
2002年第6期68-73,共6页
Journal of PLA University of Science and Technology(Natural Science Edition)
