Geodesic
Shear flow in composite beam structures
Theoretical and applied mechanics, Tome 14 (1988) no. 1, p. 37 Cet article a éte moissonné depuis la source eLibrary of Mathematical Institute of the Serbian Academy of Sciences and Arts

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Mixed and prestressed structures are studied by taking into account the relaxation of the prestressing steel. One establishes the expression of the flow of shears starting from the known expression of the normal constraint. It has been demonstrated that the shear flow depends closely on the basis functions and the relaxation function of the concrete. These functions are obtained from the resolution of a single Volterra integral equation of the second kind containing the parameter depending on the reduced geometric characteristics of the section. 
@article{TAM_1988_14_1_a3,
     author = {Jakov Lazi\'c},
     title = {Shear flow in composite beam structures},
     journal = {Theoretical and applied mechanics},
     pages = {37 },
     year = {1988},
     volume = {14},
     number = {1},
     language = {en},
     url = {http://geodesic.mathdoc.fr/item/TAM_1988_14_1_a3/}
}
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Jakov Lazić. Shear flow in composite beam structures. Theoretical and applied mechanics, Tome 14 (1988) no. 1, p. 37 . http://geodesic.mathdoc.fr/item/TAM_1988_14_1_a3/