NUMERICAL CALCULATION OF STEEL-CONCRETE COMPOSITE BEAMS
https://doi.org/10.31675/1607-1859-2019-21-2-175-184
Abstract
The paper presents a brief review of test experiments with models of steel-concrete beams made of high-strength concretes. The description is given to models and features of the applied materials. Numerical modeling and calculations are performed for steel-concrete beams. The modeling is performed in two versions: with and without the steel-concrete contact interaction. The calculation results are given numerically and graphically, and loads corresponding to the limiting bearing capacity, vertical displacements, crack opening width, height of the selected compressed zone are obtained. All parameters are evaluated and compared with the experimental data. Numerical and experimental models of destruction are compared. The obtained simulation and numerical results are compared.
About the Author
A. S. Krylov
Kucherenko Central Research Institute for Structural Construction;
Research Institute of Building Physics RAACS
Russian Federation
Russian Federation
Aleksei S. Krylov, Research Assistant
6, 2-ya Institutskaya Str., 109428, Moscow
21, Lokomotivnyi Ave., 127238, Moscow
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Review
For citations:
Krylov A.S. NUMERICAL CALCULATION OF STEEL-CONCRETE COMPOSITE BEAMS. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2019;(2):175-184. (In Russ.) https://doi.org/10.31675/1607-1859-2019-21-2-175-184
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