Abstract
Based on fundamental assumptions, an analysis of the constitutive relations between the internal forces and deformations of discrete rectangular reticulated structures is given. On the basis of this, an equivalent continuum model is adopted and the application of the principle of virtual work leads to non-linear governing equations and corresponding boundary conditions.
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Guo-hua, N., Ren-huai, L. Non-linear elastic theory of rectangular reticulated shallow shell structures. Appl Math Mech 15, 413–423 (1994). https://doi.org/10.1007/BF02451491
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DOI: https://doi.org/10.1007/BF02451491