Geodesic
Large deflection finite element analysis of arches
Theoretical and applied mechanics, Tome 6 (1980) no. 1, p. 103 Cet article a éte moissonné depuis la source eLibrary of Mathematical Institute of the Serbian Academy of Sciences and Arts

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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. 
@article{TAM_1980_6_1_a8,
     author = {Ljup\v{c}o Lazarov},
     title = {Large deflection finite element analysis of arches},
     journal = {Theoretical and applied mechanics},
     pages = {103 },
     year = {1980},
     volume = {6},
     number = {1},
     language = {en},
     url = {http://geodesic.mathdoc.fr/item/TAM_1980_6_1_a8/}
}
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Ljupčo Lazarov. Large deflection finite element analysis of arches. Theoretical and applied mechanics, Tome 6 (1980) no. 1, p. 103 . http://geodesic.mathdoc.fr/item/TAM_1980_6_1_a8/