Study on ultra-low cycle fatigue of steel slit dampers

Abstract

Steel slit dampers are typically made by cutting a number of slits in a steel plate. With the existence of the slits, the steel strips between them would yield under earthquake action and dissipate seismic energy through plastic deformation. Ultra-low cycle fatigue (ULCF) fracture of the steel strips will significantly reduce the energy dissipation capacity of the slit damper. In this research, ULCF tests were conducted on uniform, taped and hourglass-shaped steel strip (USS, TSS and HSS) specimens, which are fundamental elements of steel slit dampers. During the ULCF tests, symmetric cyclic loadings with constant amplitude were applied on the steel strip specimens. All USS, TSS and HSS specimens fractured due to ULCF but at different sections. The ULCF life and energy dissipation capacity of these specimens increase significantly in that order. Finite element (FE) analysis was carried out to simulate the ULCF tests on the steel strip specimens, based on which the ULCF fracture of these specimens was predicted with the cyclic void growth model (CVGM). The simulated hysteretic curves and the predicted ULCF lives agree well with the test results, validating the applicability of the FE model and the CVGM for the ULCF analysis of steel slit dampers. ULCF analysis was then conducted on USS, TSS and HSS specimens subjected to symmetric cyclic loadings with variable amplitudes and asymmetric cyclic loadings with constant amplitude to confirm the superior ULCF performance of the HSS specimen. Beneficial effects of additional axial compression and deviation of cyclic loadings from the damper plane on the ULCF of steel slit dampers were also investigated through numerical analysis.