Strain influence line method for identifying damage of arch bridge suspender

The invention relates to the technical field of bridge damage detection, and relates to a strain influence line method for identifying arch bridge suspender damage, the method comprises a theoretical process and an implementation process, the theoretical process comprises: 1, establishing a three-su...

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Bibliographische Detailangaben
Hauptverfasser: FAN CONGCONG, JI MENGEN, WANG BOLI, WANG SHAOQIANG, KONG MENG, YAN FEI, LIU SHANG, MA YANFENG, WU QINGYUAN, JUNG WON HOON, FAN LONGFEI
Format: Patent
Sprache:chi ; eng
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Beschreibung
Zusammenfassung:The invention relates to the technical field of bridge damage detection, and relates to a strain influence line method for identifying arch bridge suspender damage, the method comprises a theoretical process and an implementation process, the theoretical process comprises: 1, establishing a three-suspender through tied-arch bridge structural mechanical model; 2, applying a moving unit load to the mechanical model of the three-suspender through tied-arch bridge, and performing quasi-static strain influence line data acquisition work at other suspender positions; 3, establishing a cubic statically indeterminate force normal equation; 4, calculating and analyzing a suspender strain influence line difference curve in the theoretical model, and performing damage identification; 5, proposing a strain influence line difference differential curve, and establishing a damage identification index of a strain influence line difference curvature; according to the method, data are read from a plurality of suspenders, so th