Comparing moment redistribution in statically indeterminate reinforced concrete beams with and without corrosion

Author:

Tamrazyan A. G.1ORCID,Sayed Yehia Ahmed Kotp1ORCID

Affiliation:

1. Moscow State University of Civil Engineering (National Research University) (MGSU)

Publisher

Moscow State University of Civil Engineering

Reference22 articles.

1. Tamrazyan A.G., Orlova M.A. Stress-strain state of concrete bending elements with cracks. Journal of Construction and Architecture. 2015; 6(53):98-105. EDN VAVKYX. (rus.).

2. Istomin A.D., Kudryavtsev A.V. Behavior of statically indeterminable reinforced concrete members under negative temperatures. Industrial and Civil Engineering. 2016; 7:51-55. EDN WHKJVP. (rus.).

3. Dudina I.V., Tamrazyan A.G. Providing the quality of prefabricated ferroconcrete structures on the production stage. Housing Construction. 2001; 3:8-10. EDN UIZQDH. (rus.).

4. Tamrazyan A.G. The assessment of reliability of punching reinforced concrete beamless slabs under the influence of a concentrated force at high temperatures. Procedia Engineering. 2016; 153:715-720. DOI: 10.1016/j.proeng.2016.08.231

5. Tamrazyan A.G., Sayed Y.A.K. Influence of corrosion on the behavior of reinforced concrete beams. Safety of the Construction Fund of Russia. Problems and Solutions : materials of the International Academic Readings. 2021; 241-249. EDN ZFMGQV. (rus.).

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