Abstract
Using Mohr's method, a procedure is proposed for calculating the elastic displacements of a cement-based composite beam reinforced with punched steel grid ribbons. The approach proposed takes into account a possible asymmetry of the structure, the geometry of grids, and the elastic properties of cement mortar and steel.
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References
A. M. Skudra and A. A. Skudra, “Elastic characteristics of a cement-based composite reinforced with steel grid ribbons,” Mech. Compos. Master.,35, No. 2, pp. 119–124 (1999).
R. M. Jones, Mechanics of Composite Materials, Scripta Book Company, Washington (1975).
A. A. Skudra and A. M. Skudra, “Elastic characteristics of ferrocement reinforced by hexagonal grids,” Mech. Compos. Mater.,33, No. 2, 128–131 (1997).
A. A. Skudra and A. M. Skudra, “First crack strength of ferrocement in flexure,” Mech. Compos. Mater.,33, No. 4, 343–348 (1997).
A. A. Skudra, A. M. Skudra, and A. A. Kruklinsh, “Behavior of nonsymmetric ferrocement laminate in flexure,” Latvian J. Phys. Tech. Sci., No.6, 29–39 (1997).
Additional information
Riga Technical University, Riga, LV-1047, Latvia. Translated from Mekhanika Kompozitnykh Materialov, Vol. 35, No. 2, pp. 181–186, March–April, 1999.
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Skudra, A.M., Bulavs, F.J. Elastic displacements of a cement-based composite beam reinforced with punched steel grids. Mech Compos Mater 35, 125–128 (1999). https://doi.org/10.1007/BF02257242
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DOI: https://doi.org/10.1007/BF02257242