Comparative study of Bs8110 and Eurocode 2 standards for design of a factory reinforced concrete flat slab

2020 ◽  
Author(s):  
Fatimah De’nan ◽  
Md Azlin Md Said ◽  
Chong Hong Rui ◽  
Izwan Johari
Keyword(s):  
Reinforced Concrete ◽  
Comparative Study ◽  
Flat Slab ◽  
Eurocode 2

Comparative Study of the Behavior of Metallic and Reinforced Concrete Structures Under the Effect of Tsunami Waves

2018 ◽  
Vol 9 (6) ◽  
pp. 248
Author(s):  
M. Benjabrou ◽  
G. Zeggwagh ◽  
Kamal Gueraoui ◽  
M. Sammouda ◽  
A. Bendada
Keyword(s):  
Reinforced Concrete ◽  
Comparative Study ◽  
Concrete Structures ◽  
Reinforced Concrete Structures ◽  
Tsunami Waves

Structural response of a fibre reinforced concrete pile-supported flat slab: full-scale test

2021 ◽  
Vol 239 ◽  
pp. 112292
Author(s):  
Stanislav Aidarov ◽  
Francisco Mena ◽  
Albert de la Fuente
Keyword(s):  
Reinforced Concrete ◽  
Structural Response ◽  
Full Scale ◽  
Fibre Reinforced Concrete ◽  
Full Scale Test ◽  
Flat Slab ◽  
Concrete Pile ◽  
Scale Test

Comparative Study for Punching of FRP-Reinforced Concrete Slabs

2013 ◽  
Vol 38 (10) ◽  
pp. 2601-2617 ◽  
Author(s):  
Mohamed S. Issa
Keyword(s):  
Reinforced Concrete ◽  
Comparative Study ◽  
Concrete Slabs ◽  
Reinforced Concrete Slabs

scholarly journals Application of artificial neural networks to predict the deflections of reinforced concrete beams

2016 ◽  
Vol 38 (2) ◽  
pp. 37-46 ◽  
Author(s):  
Mateusz Kaczmarek ◽  
Agnieszka Szymańska
Keyword(s):  
Neural Network ◽  
Neural Networks ◽  
Artificial Neural Network ◽  
Reinforced Concrete ◽  
Concrete Beams ◽  
Reinforced Concrete Beams ◽  
The Neural Network ◽  
Eurocode 2 ◽  
Artificial Neural ◽  
Concrete Elements

Abstract Nonlinear structural mechanics should be taken into account in the practical design of reinforced concrete structures. Cracking is one of the major sources of nonlinearity. Description of deflection of reinforced concrete elements is a computational problem, mainly because of the difficulties in modelling the nonlinear stress-strain relationship of concrete and steel. In design practise, in accordance with technical rules (e.g., Eurocode 2), a simplified approach for reinforced concrete is used, but the results of simplified calculations differ from the results of experimental studies. Artificial neural network is a versatile modelling tool capable of making predictions of values that are difficult to obtain in numerical analysis. This paper describes the creation and operation of a neural network for making predictions of deflections of reinforced concrete beams at different load levels. In order to obtain a database of results, that is necessary for training and testing the neural network, a research on measurement of deflections in reinforced concrete beams was conducted by the authors in the Certified Research Laboratory of the Building Engineering Institute at Wrocław University of Science and Technology. The use of artificial neural networks is an innovation and an alternative to traditional methods of solving the problem of calculating the deflections of reinforced concrete elements. The results show the effectiveness of using artificial neural network for predicting the deflection of reinforced concrete beams, compared with the results of calculations conducted in accordance with Eurocode 2. The neural network model presented in this paper can acquire new data and be used for further analysis, with availability of more research results.

scholarly journals Punching strength of reinforced concrete flat slabs without shear reinforcement

2012 ◽  
Vol 5 (5) ◽  
pp. 659-691 ◽  
Author(s):  
P. V. P. Sacramento ◽  
M. P. Ferreira ◽  
D. R. C. Oliveira ◽  
G. S. S. A. Melo
Keyword(s):  
Reinforced Concrete ◽  
Shear Crack ◽  
Theoretical Method ◽  
Shear Reinforcement ◽  
Model Code ◽  
Flat Slabs ◽  
Codes Of Practice ◽  
Eurocode 2 ◽  
Model Code 2010 ◽  
Theoretical Results

Punching strength is a critical point in the design of flat slabs and due to the lack of a theoretical method capable of explaining this phenomenon, empirical formulations presented by codes of practice are still the most used method to check the bearing capacity of slab-column connections. This paper discusses relevant aspects of the development of flat slabs, the factors that influence the punching resistance of slabs without shear reinforcement and makes comparisons between the experimental results organized in a database with 74 slabs carefully selected with theoretical results using the recommendations of ACI 318, EUROCODE 2 and NBR 6118 and also through the Critical Shear Crack Theory, presented by Muttoni (2008) and incorporated the new fib Model Code (2010).

Discussion on Reinforced Concrete Flat Slab Floors

1914 ◽  
Vol 77 (1) ◽  
pp. 1682-1730
Author(s):  
L. J. Mensch ◽  
C. A. P. Turner ◽  
Edward Godfrey ◽  
H. T. Eddy ◽  
A. W. Buel ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Flat Slab
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