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- W4233726941 abstract "Some structures with complex shapes are hard to be simplified as plane or axisymmetric problems and must be treated as spatial problems. To provide a step-by-step exploration, this chapter describes the tetrahedral elements. For high-order tetrahedral elements for spatial problems, adoption of volume coordinates can simplify the calculation formula. The stress components in the constant strain tetrahedral elements are all constants, which are difficult to adapt to stress fields undergoing sharp changes. By the theory of elasticity, the strain matrix can be defined. The stress field in practical engineering structure often changes rapidly with the coordinates. The stress components in the constant strain tetrahedral elements are all constants, which are difficult to adapt to stress fields undergoing sharp changes. To ensure a necessary precision, intensive computing grids must be adopted andleads to numerous nodes and colossal sets of equations." @default.
- W4233726941 created "2022-05-12" @default.
- W4233726941 date "2018-03-31" @default.
- W4233726941 modified "2023-10-16" @default.
- W4233726941 title "Spatial Problems in Theory of Elasticity" @default.
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- W4233726941 doi "https://doi.org/10.1002/9781119107323.ch7" @default.
- W4233726941 hasPublicationYear "2018" @default.
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