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In the previous chapters, the stiffness matrices of beams subjected to different deformations were calculated. These calculations are performed by using the displacement fields corresponding to the associated deformation. Figure 8.1 shows the considered deformations and the related displacement fields.

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Fundamental Nucleus Using Unified Formulation

  • 章节

  • 发表日期：

    2026年

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  • Erasmo Carrera,
  • Gerlando Augello,
  • Riccardo Augello

摘要

In the previous chapters, the stiffness matrices of beams subjected to different deformations were calculated. These calculations are performed by using the displacement fields corresponding to the associated deformation. Figure 8.1 shows the considered deformations and the related displacement fields.