通过8根碳纤维-预应力混凝土棱柱体(CFRP—PCPs)复合筋嵌入式抗弯加固混凝土梁的试验研究,对CFRP-PCPs复合筋嵌贴加固混凝土梁的抗弯性能进行分析,试验结果表明:CFRP-PCPs复合筋嵌贴加固混凝土梁的抗弯强度有所提高。
Based on the flexural experimental resrarch of eight carbon fiber reinforced concrete prism(CFRP-PCPs) composite reinforced concrete beam,the flexural behavior of concrete beams is analyzed.Experimental results show that the flexural strength of CFRP-PCPs composite reinforced concrete beams is improved.