The results indicate that the flexural strength of the repaired beams is increased, but the ultimate load of beams with GFRP sheets debonding failure is reduced relatively.

• 试验结果表明，GFRP布加固的钢筋混凝土梁极限荷载显著提高，但是发生剥离破坏的试验梁极限荷载有所降低，粘结长度是影响加固梁剥离破坏的主要因素。