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- W2377049141 abstract "The force mechanism of corrugated steel arch roof is highly complicated, because its load-carrying capacities are affected by many factors, such as loading modes, initial imperfections and boundary conditions. Since some of its initial imperfections, such as the corrugations, the deformation and residual stresses caused by the process of manufacture and so on, are difficult to be analyzed precisely, tests on the load bearing capacities of trapezium sections of corrugated arch roof are hereby conducted under the axial and eccentric loads. A comparison between the experimental results and theoretical prediction was made, and good agreement is obtained herein. The experimental observation indicates that the trapezium sections have high local buckling capacities, yet they hardly have any post-buckling capacities, which are different from those of the plain ones, which explain why some corrugated steel arch roofs collapse suddenly. Furthermore, it is shown that the experimental results are higher than theoretical predictions for axial by loaded specimens BWTX1~3, whereas, the former ones are lower than the later ones for eccentrically compressed specimens BWTX4~6, the larger the stress gradient is, the higher the experimental results are than theoretical ones." @default.
- W2377049141 created "2016-06-24" @default.
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- W2377049141 date "2004-01-01" @default.
- W2377049141 modified "2023-09-27" @default.
- W2377049141 title "Experimental Study on Interactive Local Buckling of Corrugated Steel Arch Roof" @default.
- W2377049141 hasPublicationYear "2004" @default.
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