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- W4240968054 abstract "In this paper, a method to calculate the necessary thickness of a right-angled triangular corner bracket proposed in the previous paper is extended to more general case. First, the effect of a flange attached to the bracket is considered from a viewpoint of the buckling and ultimate strength of the bracket, and the simple formula is proposed to calculate the necessary breadth of the flange which ensures the maximum buckling and ultimate strengths. Then, more precise method is proposed which is applicable to a triangular bracket of an arbitrary shape with a flange to calculate its necessary thickness.The procedure of calculation is as follows : (1) to calculate the plastic collapse load of a beam with brackets, (2) to determine the stress distribution in the bracket at the plastic collapse of the beam, (3) to calculate the elastic buckling strength for thinner plate or the ultimate strength for thicker plate of the bracket, and (4) to determine the necessary thickness of the bracket from the condition that the bracket reaches to its elastic buckling or ultimate strength when the beam collapses. In extending the previous method, the more precise stress distribution is assumed in the bracket.Elastic-plastic large deflection analysis is performed on several cases, and it is confirmed that the necessary thickness calculated by the proposed method is the optimum one. Furthermore, the weight of brackets are examined with and without flange." @default.
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- W4240968054 date "1983-01-01" @default.
- W4240968054 modified "2023-09-24" @default.
- W4240968054 title "A Method to Determine the Necessary Thickness of a Corner Bracket" @default.
- W4240968054 doi "https://doi.org/10.2534/jjasnaoe1968.1983.154_356" @default.
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