Size Effects in Structural Concrete: A Numerical Experiment

Author(s):  
M.D. Kotsovos ◽  
M.N. Pavlovic
1997 ◽  
Vol 64 (1-4) ◽  
pp. 285-295 ◽  
Author(s):  
M.D. Kotsovos ◽  
M.N. Pavlović

2018 ◽  
Vol 251 ◽  
pp. 02027
Author(s):  
Vitaly Kuznetsov ◽  
Yulia Shaposhnikova

In the article features of designing of reinforced concrete floors on the profiled flooring, leaning against steel I-beams are considered. Specific features of calculating the strength of composite slabs in accordance with JV 35.13330.2011 “Bridges and pipes” and SP 266.1325800.2016 “Structural concrete structures. Design rules”. A method for determining the forces based on the real ratio of the rigidity of the overlap elements is also considered. The analysis of the results of the numerical experiment made it possible to establish the optimum coefficients of the use of materials that can be used in the design of combined overlaps.


1991 ◽  
Vol 16 (6) ◽  
pp. 623-638 ◽  
Author(s):  
P.A. Badoz ◽  
F. Arnaud d'Avitaya ◽  
E. Rosencher

1995 ◽  
Vol 92 ◽  
pp. 205-225 ◽  
Author(s):  
J Jortner
Keyword(s):  

1983 ◽  
Vol 44 (C10) ◽  
pp. C10-375-C10-378 ◽  
Author(s):  
P. Ahlqvist ◽  
P. de Andrés ◽  
R. Monreal ◽  
F. Flores

1968 ◽  
Vol 96 (9) ◽  
pp. 61-86 ◽  
Author(s):  
B.A. Tavger ◽  
V.Ya. Demikhovskii

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