Abstract
Assume that the stiffness matrix equation of a system after the boundary conditions are introduced is in the following form. Determine the unknown nodal point displacements by Eq. (18).
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© 1972 Springer-Verlag Wien
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Kardestuncer, H. (1972). Numerical Example. In: Finite Elements Methods via Tensors. International Centre for Mechanical Sciences, vol 144. Springer, Vienna. https://doi.org/10.1007/978-3-7091-4323-0_7
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DOI: https://doi.org/10.1007/978-3-7091-4323-0_7
Publisher Name: Springer, Vienna
Print ISBN: 978-3-211-81224-2
Online ISBN: 978-3-7091-4323-0
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