摘要
通过4根损伤的钢筋混凝土矩形简支梁的抗剪试验，对用CFRP（Carbon Fiber Reinforced Plastics）补强二次受力钢筋混凝土梁斜截面强度的力学性能进行了试验研究.研究表明，用CFRP补强钢筋混凝土梁斜截面强度效果良好.
Through shear tests of four damaged rectangular cross-section beams with simple supports, the strength of the inclined section of the beams reinforced with carbon fiber reinforced plastics(CFRP)is studied experimentally. The experimental results show that the effect of CFRP on beams' strengths is farourable.
出处
《三峡大学学报（自然科学版）》
CAS
2001年第1期24-27,共4页
Journal of China Three Gorges University：Natural Sciences
