Abstract
A method is proposed for the estimation of elastic characteristics of a cement mortar orthogonally reinforced with punched steel grid ribbons. The method proposed takes into account the geometry of grids, the distance between ribbons, and the elastic properties of cement mortar and steel.
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References
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. M. Skudra, F. Ya. Bulavs, M. R. Gurvich, and A. A. Kruklinsh, Structural Analysis of Composite Beam Systems, Tech. Publ. Co, Lancaster, Basel (1991).
Additional information
Riga Technical University, Riga, LV-1047 Latvia. Translated from Mekhanika Kompozitnykh Materialov, Vol. 35, No. 2, pp. 173–180, March–April, 1999.
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Skudra, A.M., Skudra, A.A. Elastic characteristics of a cement-based composite reinforced with steel grid ribbons. Mech Compos Mater 35, 119–124 (1999). https://doi.org/10.1007/BF02257241
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DOI: https://doi.org/10.1007/BF02257241