Static-kinematic duality in beams, plates, shells and its central role in the finite element method
Static and kinematic matrix operator equations are revisited for one-, two-, and three-dimensional deformable bodies. In particular, the elastic problem is formulated in the details in the case of arches, cylinders, circular plates, thin domes, and, through an induction process, shells of revolution...
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| Format: | Article |
| Language: | English |
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De Gruyter
2017-01-01
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| Series: | Curved and Layered Structures |
| Online Access: | https://doi.org/10.1515/cls-2017-0005 |