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- W1570752341 abstract "An experimental study to evaluate the fatigue strength of the rectangular beam-to-circular column in steel piers was performed. The cover plate of circular column and the upper flange of rectangular beam is made of single plate to increase the fatigue strength of the connection area. The experiments were carried out on three 1/2-scale specimens and the loading levels were changed for each specimen. The fatigue cracks occured at the tensile flange and web of connection and propagated similarly for all specimens. The stresses obtained from experiments were well coincident with those of finite element analysis by shell model, but it was acknowledged that the existing design equation by Okumura et. al underestimates those at the connection area. By using the experimental results, the fatigue strength was evaluated by using the S-N diagrams in Korean High-way Bridge Design Code based on the nominal stress and hot spot stress from finite element analysis, respectively." @default.
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- W1570752341 date "2005-01-01" @default.
- W1570752341 modified "2023-09-26" @default.
- W1570752341 title "An Experimental Study on the Fatigue Strength of Rectangular Beam-to-Circular Column Connection in Steel Pier" @default.
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