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  4. On the efficiency of flat slabs strengthening against punching using externally bonded fibre reinforced polymers
 
research article

On the efficiency of flat slabs strengthening against punching using externally bonded fibre reinforced polymers

Faria, Duarte M. V.  
•
Einpaul, Jürgen  
•
Ramos, Antonio M. P.
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2014
Construction and Building Materials

One possibility for strengthening existing flat slabs consists on gluing fibre reinforced polymers (FRPs) at the concrete surface. When applied on top of slab–column connections, this technique allows increasing the flexural stiffness and strength of the slab as well as its punching strength. Nevertheless, the higher punching strength is associated to a reduction on the deformation capacity of the slab–column connection, which can be detrimental for the overall behaviour of the structure (leading to a more brittle behaviour of the system). Design approaches for this strengthening technique are usually based on empirical formulas calibrated on the basis of the tests performed on isolated test specimens. However, some significant topics as the reduction on the deformation capacity or the influence of the whole slab (accounting for the reinforcement at mid-span) on the efficiency of the strengthening are neglected. In this paper, a critical review of this technique for strengthening against punching shear is investigated on the basis of the physical model proposed by the Critical Shear Crack Theory (CSCT). This approach allows taking into account the amount, layout and mechanical behaviour of the bonded FRP’s in a consistent manner to estimate the punching strength and deformation capacity of strengthened slabs. The approach is first used to predict the punching strength of available test data, showing a good agreement. Then, it is applied in order to investigate strengthened continuous slabs, considering moment redistribution after concrete cracking and reinforcement yielding. This latter study provides valuable information regarding the differences between the behaviour of isolated test specimens and real strengthened flat slabs. The results show that empirical formulas calibrated on isolated specimens may overestimate the actual performance of FRP’s strengthening. Finally, taking advantage of the physical model of the CSCT, the effect of the construction sequence on the punching shear strength is also evaluated, revealing the role of this issue which is also neglected in most empirical approaches

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Type
research article
DOI
10.1016/j.conbuildmat.2014.09.084
Web of Science ID

WOS:000345806100043

Author(s)
Faria, Duarte M. V.  
Einpaul, Jürgen  
Ramos, Antonio M. P.
Fernández Ruiz, Miguel  
Muttoni, Aurelio  
Date Issued

2014

Publisher

Construction and Building Materials

Published in
Construction and Building Materials
Volume

73

Start page

366

End page

377

Subjects

béton armé

•

béton de fibres

•

dalle

•

plancher-dalle

•

poinçonnement

•

théorie de la fissure critique

•

reinforced concrete

•

fiber reinforced concrete

•

slab

•

flat slab

•

punching

•

critical crack theory

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
IBETON  
Available on Infoscience
November 17, 2014
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/108906
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