STRENGTH ANALYSIS OF VARIABLE RIGIDITY SLABS ON ELASTIC SUPPORT WITH VARIABLE SUBGRADE RATIO

Author:

Barmekova E. V.1

Affiliation:

1. The National Research Moscow State University of Civil Engineering

Abstract

The paper presents the strength analysis of variable rigidity slabs on elastic support with the variable subgrade ratio. The analysis is based on a solution of the differential equation of the slab flexure using the finite element method. The results are obtained for different slabs on the elastic support. The results are presented for the different thickness of the upper layer of the two-layer slab on the elastic support with the variable subgrade ratio.

Publisher

Tomsk State University of Architecture and Building

Reference8 articles.

1. Andreev V.I., Barmenkova E.V. Raschet dvuhslojnoj plity na uprugom osnovanii s uchetom sobstvennogo vesa [Dead weight two-layer slab on elastic support]. Trudy XIX Rossijskopol'sko-slovackogo seminara “Teoreticheskie osnovy stroitel'stva” (Proc. 19th Russ.-Poland Seminar „Theory of Construction‟). Zhilina, 2010. Pp. 39–44. (rus)

2. Andreev V.I., Barmenkova E.V. А two-layer slab bending on an elastic basis with consideration of dead weight. International Journal for Computational Civil and Structural Engineering. 2010. V. 6. No. 1, 2. Pp. 33–38.

3. Andreev V.I., Barmenkova E.V., Matveeva A.V. Raschet plit peremennoj zhestkosti na uprugom osnovanii metodom konechnyh raznostej [Strength analysis of slabs with variable rigidity on elastic support using finite element method]. Vestnik MGSU. 2014. No. 12. Pp. 31–39. (rus)

4. Andreev V.I., Barmenkova E.V., Matveeva A.V. On taken into account the joint work structures and foundations. Proc. 7th Int. Conf. “Contemporary Problems of Architecture and Construction”. Florence, 2015. Pp. 465–470.

5. Orehov V.V. Consideration of building construction when calculation settlements and coefficients of subgrade reaction of bed. Soil Mechanics and Foundation Engineering. 2007. V. 44. No. 4. Pp. 115–118.

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