The Comparative Study on the Shear Buckling Stress of Trapezoidal and Sinusoidal Corrugated Steel Plate

손수덕,; 유미나,; 이승재,; 강주원,

doi:10.5659/jaik_sc.2014.30.9.11

Cited by 1 publication

(4 citation statements)

References 15 publications

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“…In general, the shear buckling of a corrugated plate is represented by local buckling, global buckling and interactive buckling, respectively. The equations for each buckling strength are given below in Equations (5)–(7) [ 26 , 27 , 30 ].

where

and

are elastic shear buckling strength for a local, a global and an interactive buckling, respectively.…”

Section: Cyclic Loading Testmentioning

confidence: 99%

“…Table 2 shows that both FR-TR-V and FR-TR-H models are less susceptible to local buckling and can predict global-typed interactive buckling. With regard to the buckling tendency, the range of interactive buckling was suggested as

in the literature of Shon et al [ 26 , 27 ]. In particular, the global-typed interactive buckling mode can be expected as

approaches 0.12, and the theoretical value and the error of

as calculated by Equations (5)–(7) also increase [ 27 ].…”

Section: Cyclic Loading Testmentioning

confidence: 99%

“…Afterwards, more studies were conducted on the shear performance of these plates, with the majority of them focused on suggesting the equations required for calculating the shear buckling stress of plate girders with the corrugated plates. Such studies were followed by studies on the shear stiffness of the corrugation shape by analyzing bridges and girders [ 6 , 10 , 11 , 12 , 13 , 14 , 15 , 16 , 17 , 18 , 19 ], as well as by studies on lateral buckling, shear design, optimization of corrugated web beam and buckling tendency [ 20 , 21 , 22 , 23 , 24 , 25 , 26 , 27 , 28 ].…”

Section: Introductionmentioning

confidence: 99%

“…The corrugation shape used for the study was

, and both

and

shared the same shape with an identical size. However, the corrugated plate demonstrated a different buckling tendency and dissipation capacity depending on the corrugation shape and boundary condition [ 26 , 27 , 30 ], and experimental studies on the dissipation characteristics of such corrugated plates have not been sufficiently performed.…”

Section: Introductionmentioning

confidence: 99%

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An Experimental Study on the Shear Hysteresis and Energy Dissipation of the Steel Frame with a Trapezoidal-Corrugated Steel Plate

2017

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The steel frame reinforced with steel shear wall is a lateral load resisting system and has higher strength and shear performance than the concrete shear wall system. Especially, using corrugated steel plates in these shear wall systems improves out-of-plane stiffness and flexibility in the deformation along the corrugation. In this paper, a cyclic loading test of this steel frame reinforced with trapezoidal-corrugated steel plate was performed to evaluate the structural performance. The hysteresis behavior and the energy dissipation capacity of the steel frame were also compared according to the corrugated direction of the plate. For the test, one simple frame model without the wall and two frame models reinforced with the plate are considered and designed. The test results showed that the model reinforced with the corrugated steel plate had a greater accumulated energy dissipation capacity than the experimental result of the non-reinforced model. Furthermore, the energy dissipation curves of two reinforced frame models, which have different corrugated directions, produced similar results.

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