STRENGTH AND STABILITY OF TWO-LAYER COMBINED CONCRETE/GLASS-FIBRE REINFORCED CONCRETE SLABS CONSIDERING TRANSVERSE SHEAR AND ADHESIVE JOINT PLIABILITY

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Published: Dec 28, 2024
Keywords:
Two-layer slab, reinforcing composite layer, shear modulus, shear function, tangential stress, displacements, shear modulus of layers and glue joints.

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Dusmatov A. D.
Candidate of Technical Sciences, Associate Professor
NabievaS.X.
Master. M1-24 ‘Seismic Resistance of Buildings’ Ferghana Polytechnic InstituteDepartment of Building Construction

Abstract

The strength and stability of two-layer combined concrete and glass-fibre-reinforced plastic slabs are investigated in this paper, taking into account transverse shear and ductility of the adhesive joint. The influence of interlayer shear on the stability of two-layer combined concrete and fibreglass slabs has been investigated.

Article Details

How to Cite
Dusmatov A. D., & NabievaS.X. (2024). STRENGTH AND STABILITY OF TWO-LAYER COMBINED CONCRETE/GLASS-FIBRE REINFORCED CONCRETE SLABS CONSIDERING TRANSVERSE SHEAR AND ADHESIVE JOINT PLIABILITY. Spectrum Journal of Innovation, Reforms and Development, 34, 97–102. Retrieved from https://sjird.journalspark.org/index.php/sjird/article/view/1161
Issue
Vol. 34 (2024)
Section
Articles