Loading device for out-of-plane deformation fatigue test of web gap between vertical stiffener and wing plate
A fatigue test and loading device technology, applied in the direction of applying stable tension/pressure to test the strength of materials, to achieve the effect of reducing requirements, broad application prospects, and easy disassembly
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Embodiment 1
[0023] Such as figure 1 As shown, the loading device for the out-of-plane deformation fatigue test of the web gap between the vertical stiffener and the wing plate in this embodiment is composed of a servo hydraulic actuator 1, a loading beam 2, a connecting assembly 3, a ground anchor 4 and a concrete leveling layer 6 composition.
[0024] The loading beam 2 of the present embodiment is welded into an I-shaped beam by steel plates, see figure 2 , the upper flange plate 2-1 is a rectangular steel plate with a width of 400 mm, a thickness of 40 mm, and a length of 1000 mm, the loading beam web 2-2 is a rectangular steel plate with a width of 200 mm, a thickness of 20 mm, and a length of 1000 mm, and the lower wing The edge plate 2-3 is a rectangular steel plate with a width of 400 mm, a thickness of 40 mm, and a length of 1000 mm. In order to temporarily fix the loading beam 2 on the reaction frame, the left and right ends of the upper flange plate 2-1 of the loading beam 2 ...
Embodiment 2
[0033] The upper flange plate 2-1 of the loading beam 2 in this embodiment is a rectangular steel plate with a width of 250 mm, a thickness of 16 mm, and a length of 500 mm. Rectangular steel plate, the geometric shape and size of the lower flange plate 2-3 and the upper flange plate 2-1 are the same.
[0034] The horizontal top plate of the steel anchor box 4-1 of the present embodiment is a rectangular plate with a width of 250mm, a thickness of 18mm, and a length of 300mm, and the vertical wing plate is a rectangular plate with a width of 150mm, a thickness of 16mm, and a length of 400mm.
[0035] Other components and their connections are the same as those in Embodiment 1.
Embodiment 3
[0037] The upper flange plate 2-1 of the loading beam 2 in this embodiment is a rectangular steel plate with a width of 550 mm, a thickness of 60 mm, and a length of 1500 mm. Rectangular steel plate, the geometric shape and size of the lower flange plate 2-3 and the upper flange plate 2-1 are the same.
[0038] The horizontal top plate of the steel anchor box 4-1 of the present embodiment is a rectangular plate with a width of 400mm, a thickness of 24mm, and a length of 800mm, and the vertical wing plate is a rectangular plate with a width of 450mm, a thickness of 22mm, and a length of 600mm.
[0039] Other components and their connections are the same as those in Embodiment 1.
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