Large deflection finite element analysis of arches
Theoretical and applied mechanics, Tome 6 (1980) no. 1, p. 103
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In this paper, a non-linear formulation of deformations is presented in order to analyze bending of arcs of general shape. A stiffness matrix was specially developed for the arch element roof. The solution was obtained by the method of iterative increments, and a coordinate system was used that changes with the change in the configuration of the structure in the process of deformation.