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- W1986224736 abstract "The stiffness matrix of a spring constraint is derived that can restrict only rotation in a mesh of finite elements having no rotation as a degree of freedom. It is connected to two nodes of the structure and does not increase the total number of degrees of freedom. To validate the stiffness matrix, a simple 2-D numerical example is presented which is in excellent agreement with theoretical results. Integral grey cast iron flanges (BS4504: 1969) are analysed including and not including the bending stiffness of the bolts. The analysis shows that neglecting the bending stiffness of the bolts results in up to 35% error of overestimating the maximum stress in large-diameter flanges." @default.
- W1986224736 created "2016-06-24" @default.
- W1986224736 creator A5089738609 @default.
- W1986224736 date "1991-02-01" @default.
- W1986224736 modified "2023-09-25" @default.
- W1986224736 title "Including bolt bending stiffness in finite-element analysis of flanged connections" @default.
- W1986224736 cites W1972250165 @default.
- W1986224736 doi "https://doi.org/10.1002/cnm.1630070206" @default.
- W1986224736 hasPublicationYear "1991" @default.
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