Characterization of buckling of a steel box girder under bending using parameter of magnetic memory
WEI Luxi1,SU Sanqing2,WANG Wei2,YAN Minjia1
1. School of Civil Engineering and Architecture, Guangxi Minzu University, Nanning 530006, China;
2. School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China
Abstract:To predict the buckling position of the bridge steel members, the metal magnetic memory technology (MMMT) was used. The normal component of magnetic field of steel box girder with corrugated web made of Q345qC was detected using MMMT. The magnetic characteristic was extracted, and the relation between the and load was analyzed. The results show that: MMMT can be used to monitor the surface of bridge steel members that are prone to buckling in construction stage,and the buckling position can be reflected by the change rule of . Analysis suggests that the of the vulnerable position rises first with the change of load and then drops before the component yields. The easy buckling position can be distinguished by the regularity of change, and by the time of the beginning of the descent, the buckling can be warned to prevent the occurrence of disasters. This study provides an effective method for the instability monitoring of steel structures during construction.
Keywords: Structural health monitoring; parameterized characterization of buckling; metal magnetic memory; steel box girder with corrugated web; nondestructive testing
韦璐茜1,苏三庆2,王威2,严敏嘉1. 钢箱梁受弯屈曲的磁记忆参数表征[J]. 振动与冲击, 2022, 41(16): 142-148.
WEI Luxi1,SU Sanqing2,WANG Wei2,YAN Minjia1. Characterization of buckling of a steel box girder under bending using parameter of magnetic memory. JOURNAL OF VIBRATION AND SHOCK, 2022, 41(16): 142-148.
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