摘要
本文利用弹塑性力学原理 ,对粘钢板加固梁的抗弯承载力进行了理论推导 ,建立了实用的理论计算公式 ,理论计算结果与试验数据符合较好。
Using the theory of elastic and plastic mechanics, this paper deduces theoretically the bearing capacity of bending for the reinforced concrete beams with bonding steel plates and practical theoretical calculation formula is set up. The result from the theoretical calculation and the data from experiment corresponds to each other well.
出处
《山东农业大学学报（自然科学版）》
CSCD
北大核心
2002年第3期343-346,共4页
Journal of Shandong Agricultural University：Natural Science Edition
