摘要
通过理论分析提出了在超声波检测钢筋混凝土构件裂缝深度时判辨钢筋影响的方法。利用时 距关系定性和公式定量分析钢筋对超声检测裂缝测试数据的影响,并可对钢筋位置作出判断。实验验证了方法的可行性。
Identification of the influence of reinforcing bar (REBAR) for ultrasonic detection of crack depth in concrete was studied through theoretical analysis. The effect of the REBAR on ultrasonic crack detection data was analyzed qualitatively by time-distance relation and quantitatively by formula. The method was also used for the location of REBAR. And its feasibility was supported by experiment.
出处
《无损检测》
2004年第2期72-73,76,共3页
Nondestructive Testing
