Taking into account change in the wall hardness when calculating the torsion of section of reinforced-concrete elements by normal cracks

Author:

Azizov Taliat,Kochkarev Dmitro,Galinska Tatiana

Publisher

AIP Publishing

Reference31 articles.

1. Construction and Calculation of Reinforced Concrete Overlap with A High Spatial Work Effect

2. T. Azizov, N. Jurkowska and D. Kochkarev Basis of calculation on torsion for reinforced concrete structures with normal cracks. Paper presented at the Proceedings of the Fib Symposium 2019: Concrete-Innovations in Materials, Design and Structures,) pp.1718–1725. (2019).

3. T. Azizov, W. Derkowski, & N. Jurkowska, “Consideration of the torsional stiffness in hollow-core slabs’ design” Mater Sci Forum,; 968 pp.330-341, (2019).

4. H. J. Cowan and S. Armstrong Experiments on the Strength of Reinforced and Prestressed Concrete Beams and of Concrete-Encased Steel Joints in Combined Bending and Torsion, Magazine of Concrete Research, 6, 19 pp.3–20 (1955).

5. T. T. C. Hsu, Torsion of Structural Concrete A Summary on Pure Torsion, Symposium on Torsion, SP 18, ACI, pp.165–178 (1968).

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