The steel tubular tower K joint’s local bearing capacity investigation which worked under the different shear.

Electric Power Construction ›› 2011, Vol. 32 ›› Issue (2) : 19-23.

PDF(1549 KB)
PDF(1549 KB)
Electric Power Construction ›› 2011, Vol. 32 ›› Issue (2) : 19-23.

The steel tubular tower K joint’s local bearing capacity investigation which worked under the different shear.

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Abstract: By analyzing the impaction of the different arm length on non-enhancing ring plate, 1 / 4 ring stiffener, 1 / 2 ring and ring stiffeners’ bearing capacity and compared with the experimental data. We can draw the conclusion that the shear can reduce the bearing capacity. The bearing capacity of non-enhancing is low, so the shear has the little influence on it. Whereas ring stiffener’s bearing capacity is large, the shear has more influence on it than non-enhancing ring plate.

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The steel tubular tower K joint’s local bearing capacity investigation which worked under the different shear.[J]. Electric Power Construction. 2011, 32(2): 19-23
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