Full-scale testing of naturally buckling steel braces and evaluation of partially rib-strengthened sections to cumulative damage

• Published in: Soil Dynamics and Earthquake Engineering Vol. 147; p. 106611
• Main Authors: Hayashi, Kazuhiro, Skalomenos, Konstantinos A., Jamshiyas, Shadiya, Inamasu, Hiroyuki
• Format: Journal Article
• Language: English
• Published: Barking Elsevier Ltd 01.08.2021; Elsevier BV
• Subjects: Axial loads; Buckling; buildings; Compression; Computer applications; Cumulative damage; Damping ratio; Deformation mechanisms; Dual strength; Ductility; Eccentricity; Energy dissipation; Equivalent damping ratio; Experimental research; FEM; Finite element method; Frame structures; Full-scale cyclic tests; Gusset plates; High strength steels; Hysteresis; Hysteretic model; Low cycle fatigue; Mathematical models; Repeated loading; restrained braces; Rib stiffeners; Ribs (structural); seismic response; Software radio; Steel; Stiffeners; Stiffness; Tensile strength; Dual strength; Rib stiffeners; Eccentricity; Hysteretic model; Full-scale cyclic tests; Buckling; Equivalent damping ratio; FEM
• DOI: 10.1016/j.soildyn.2021.106611
• ISSN: 0267-7261

Naturally buckling steel braces (NBBs) have been recently developed by the authors and co-workers to improve the buckling performance and energy dissipation capacity of braced framed structures. In NBBs, a low-yield-point steel (LYS) channel and a high-strength steel (HSS) channel are connected using steel battens to build up a dual-material steel section. An intentional eccentricity is introduced along the brace length to subject the brace to bending loads in addition to axial loads. Previous experiments have demonstrated that this combined axial-flexural response stabilizes the compression behaviour of the brace and enhances its tensile post-yielding stiffness through a novel deformation mechanism. In this paper, the cyclic behaviour of two full-scale NBB specimens with different section sizes and eccentricities are investigated experimentally. Gusset plate pin-connections that accommodate in-plane buckling are used to release the brace ends from high ductility demands. Two low-cycle fatigue protocols with increasing amplitudes and repeated inelastic loading cycles at the event of local buckling are adopted. Test results show that both NBB specimens exhibited a stable hysteresis behaviour by delaying the onset of local buckling up to a 1.5 % story drift ratio (SDR). Notably, the specimen with larger section and larger eccentricity provided a stable tensile strength under five repeated loading cycles of 2.0 % SDR. An equivalent damping ratio of 0.4 was measured. In addition to the experimental research, a computational study is performed with the aid of the finite element software ABAQUS to evaluate partially strengthening method of the sections against local buckling. It was found that the energy dissipation capacity of NBBs can be enhanced up to 40% by using rib stiffeners at critical locations, while the use of thicker channel battens can provide further restrain to local buckling growth up to a 3.0% SDR. The paper develops the physical equations to support an analytical hysteretic model for predicting the force-displacement cyclic relationship of chevron NBBs. The accuracy and targeted conservatism of the proposed hysteretic model is confirmed through comparisons with the test results. •This work performs full-scale cyclic tests on a novel dual-material device named the Naturally Buckling Brace (NBB).•Test results highlight the benefits of high-strength and low-yield-point steels under the combined axial-flexural behaviour.•A stable energy dissipation capacity is provided up to a 2.0% lateral story drift with no reduction of the tensile strength.•The rib-strengthened steel sections reduce buckling and enhance energy dissipation capacity up to a 3.0% story drift.•Mathematical formulae are validated to develop the hysteretic analytical model of NBBs for cyclic/seismic analyses.