Experimental study on damage detection of RC bridge piers under ambient vibration

Abstract

This paper presents an experimental method for damage detection of bridge piers as the basic and strategic elements in such engineering structures. Definition of percentage and location of damage are considered as initial data to solve damage detection problems. Nowadays, regarding the development of inverse methods for damage detection such as definition of objective functions and optimization approaches, the present experimental study can be utilized as initial stage of such methods. In this study, three 1/3 scaled test specimens of RC bridge piers are casted. Spacing of transverse reinforcements is considered as the main variable parameter for test specimens. The constant vertical loads and low vibrations as cyclic loads are applied to the specimens and the results including the hysteresis behavior of specimens and the backbone curves are investigated. The damage percentage per first four steps is also extracted to utilize the results using Banon-Veneziano method. Also increase in lateral displacement during first steps initiated micro cracks propagated along nearly one tenth of the piers length (0.1L) above the foundation. The cracks were propagated after an increase in displacement from fourth step and were separately observed. Finally, the ultimate failures were observed along nearly one fifth of the piers length (0.2L). Finally, the results revealed that the proposed method is an appropriate method to determine the severity of damage and its location as the primary information in reverse-optimization methods.

Non-linear finite element modeling of damages in bridge piers subjected to lateral monotonic loading

“…However, two test techniques, dynamic shake table testing and quasi-static reverse cyclic testing, are often used to evaluate the dynamic behavior of bridge piers. Experimental studies are significant in the seismic assessment of bridge piers, but the experimental tests cannot always be performed with the full-scale models due to the limitation imposed by space, time and equipment requirements 6 . Ali 7 and Iqbal 8 performed quasi-static cyclic testing on scaled-down models to study the behavior of low-strength concrete bridge piers.…”