摘要
本文通过１８组梁的锚固试验，分析了并筋梁中的粘结锚固特点及其受弯、受剪性能，并与对照梁进行了比较。最后提出了相应的设计建议。
In terms of the test results of eighteen groups of beams bonding experiment. thecharactaristics of bonding and anchorage and the behaviors of fiexure and shear are analysised.We make a comparition with common reinforced concrete beams and the relevant design advisements are developped as well.
出处
《华北水利水电学院学报》
1995年第2期87-92,共6页
North China Institute of Water Conservancy and Hydroelectric Power
基金
钢筋混凝土结构设计规范第5批课题
