Experimental analysis on the structural continuity effect in steel decking concrete slabs subjected to fire

2021 ◽  
Vol 240 ◽  
pp. 112299
Author(s):  
Fabricio L. Bolina ◽  
Bernardo Tutikian ◽  
João Paulo C. Rodrigues
Keyword(s):  
Experimental Analysis ◽  
Concrete Slabs ◽  
Structural Continuity

scholarly journals Experimental Analysis of CFRP Strengthened Reinforced Concrete Slabs Loaded by Two Independent Explosions

Proceedings ◽  
2018 ◽  
Vol 2 (8) ◽  
pp. 436
Author(s):  
Azer Maazoun ◽  
Stijn Matthys ◽  
Bachir Belkassem ◽  
David Lecompte ◽  
John Vantomme
Keyword(s):  
Reinforced Concrete ◽  
Experimental Analysis ◽  
Concrete Slabs ◽  
Reinforced Concrete Slabs

scholarly journals Numerical and experimental analysis of behaviour of steel fibre reinforced selfcompacting concrete slabs under loading

2020 ◽  
Vol 313 ◽  
pp. 00038
Author(s):  
Martin Lišovský ◽  
Dalibor Kocáb ◽  
Petr Žítt ◽  
Dominik Wünsche
Keyword(s):  
Finite Element Method ◽  
Experimental Analysis ◽  
Steel Fibre ◽  
The Self ◽  
Concrete Slabs ◽  
The Finite Element Method ◽  
Self Compacting Concrete ◽  
Steel Fibres ◽  
Horizontal Part ◽  
Loading Tests

The paper deals with testing of self-compacting concrete slabs with scattered steel reinforcement, which are designed for the production of garden furniture or benches. A self-compacting concrete was designed for the experiment and its composition was further modified by the addition of steel fibres. Plain self-compacting concrete was used to produce test specimens with nominal dimensions of 40×40×160 mm, which were used to determine the basic properties of concrete, and test slabs for experimental analysis of their behaviour under load. The self-compacting concrete with steel fibres was only used to produce test slabs. The slabs were loaded in three different ways, of which one was to simulate real loading of the horizontal part of a concrete bench. The results of the loading tests are compared to the results of a nonlinear numerical analysis conducted using the finite element method.

scholarly journals Influence of SFRC Layer on Deflections and Cracks of Composite RC Slab

2016 ◽  
Vol 62 (3) ◽  
pp. 177-188
Author(s):  
B. Sadowska-Buraczewska
Keyword(s):  
Reinforced Concrete ◽  
Structural Properties ◽  
Experimental Analysis ◽  
Fiber Reinforced Concrete ◽  
Concrete Slabs ◽  
Flexural Capacity ◽  
Structural Concrete ◽  
Ordinary Concrete ◽  
Composite Slabs ◽  
Rc Slab

Abstract This paper presents an experimental analysis of flexural capacity and deformability of structural concrete slabs prepared as composite members consisting of two concrete layers made of reinforced ordinary concrete (N) and fiber reinforced concrete (SFRC). The reinforced concrete composite slabs used in the tests were prepared in the dimensions of 600 x 1200 x 80 mm. The basis was composed of two layers consisting of SFRC, one as the top layer, and one as ordinary concrete. The results of the analysis confirm a significant improvement of structural properties of the composite slab in comparison to the slabs prepared wholly of ordinary concrete.

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