摘要
自行编制计算机程序分别对不同粘贴材料加固受弯构件抗弯承载力试验进行了计算机分析,计算结果表明该计算曲线与试验曲线吻合较好,由此认为不同材料就粘贴加固受弯构件可以用一个统一的公式进行设计和计算.
The tests of flexural members strengthened by different bonded materials have been analyzed by computer program in this paper. Through the calculated results, the calculated curves are close with testing curves. Thereby, the flexural capacity of flexural members strengthened by different bonded materials could be calculated and designed by a united formula.
出处
《湖南城建高等专科学校学报》
2003年第3期4-5,25,共3页
Journal of Hunan Urban Construction College
关键词
受弯构件
抗弯承载力
粘贴加固
混凝土
抗拉强度
strengthen
flexural members
the ultimate flexural capacity of anti-bending
