摘要
通过4根用碳纤维补强钢筋混凝土梁的试验,主要研究碳纤维布对钢筋混凝土梁抗弯性能的影响和作用。实验表明,粘贴碳纤维布后,试验梁的抗弯承载力明显提高,但对梁的刚度和变形性能影响较小,同时用计算机程序进行理论分析,试验数据与理论分析较好吻合。
Four simply supported beams strengthened with carbon fiber reinforced plastic(CFRP) are tested. experimental results indicated the CFRP can evidently in- crease the bending capacity of RC bearns. but the effect on the stiffness of beams strengthened is rather small. While a computer analysis program is developed, theoreti- cal method have been well conform to the experimental re- sults.
出处
《长春工程学院学报(自然科学版)》
2001年第4期13-15,共3页
Journal of Changchun Institute of Technology:Natural Sciences Edition
关键词
碳纤维
抗弯承载力
补强加固
carbon fiber reinforced plastic
flexural strength
strengthening