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- W200039827 abstract "For economical calculations of slender three-dimensional (3D) beam structures it becomes increasingly necessary to apply a more accurate method than the so-called 2nd order theory in structural engineering. To this kind of structures belong f.e. tower cranes, dredgers, masts and antennas. Because of the application of high-tensile steel (with yield stresses 800 — 1000 N/mm2) very slender constructions may undergo large displacements and rotations without coming close to the yield limit at any point. Therefore the strain will also be limited by the order of 10-3 ." @default.
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- W200039827 date "1986-01-01" @default.
- W200039827 modified "2023-09-23" @default.
- W200039827 title "On a General Theory of Large Rotations and Small Strain with Application to Three-Dimensional Beam Structures" @default.
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- W200039827 doi "https://doi.org/10.1007/978-3-642-82838-6_11" @default.
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