Flat slab punching behaviour under cyclic horizontal loading

André Almeida, Micael M G Inácio, Válter Lúcio, António Manuel Pinho Ramos

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

This experimental work aims to study the behaviour of reinforced concrete flat slabs, without shear reinforcement, under gravity and horizontal loading. The effect of gravity load ratio, drift amplitude and horizontal loading nature (cyclic or monotonie) were the studied variables, to ascertain its influence in load and drift capacity, as well as slab-column connection degradation. To accomplish this, four si milar flat slab specimens, measuring 4.15 × 1.85×0.15m3, were tested under different test protocols, using an innovative test setup whose boundary conditions better approximate laboratory specimens to reality. The obtained results show that cyclic horizontal loads are extremely detrimental to the slab-column connection. The observed drift capacity is not satisfactory, even under low gravity loads.

Original languageEnglish
Title of host publicationConcrete - Innovation and Design
Subtitle of host publicationfib Symposium Proceedings
EditorsM.W. Braestrup, H. Stang
PublisherTechnical University of Denmark
Pages77-78
Number of pages2
Publication statusPublished - 2015
Event2015 fib Symposium: Concrete - Innovation and Design - Copenhagen, Denmark
Duration: 18 May 201520 May 2015

Conference

Conference2015 fib Symposium: Concrete - Innovation and Design
CountryDenmark
CityCopenhagen
Period18/05/1520/05/15

Fingerprint

Punching
Gravitation
Reinforced concrete
Reinforcement
Boundary conditions
Degradation

Keywords

  • Cyclic load
  • Experimental work
  • Flat slab
  • Punching
  • Reinforced concrete

Cite this

Almeida, A., Inácio, M. M. G., Lúcio, V., & Ramos, A. M. P. (2015). Flat slab punching behaviour under cyclic horizontal loading. In M. W. Braestrup, & H. Stang (Eds.), Concrete - Innovation and Design: fib Symposium Proceedings (pp. 77-78). Technical University of Denmark.
Almeida, André ; Inácio, Micael M G ; Lúcio, Válter ; Ramos, António Manuel Pinho. / Flat slab punching behaviour under cyclic horizontal loading. Concrete - Innovation and Design: fib Symposium Proceedings. editor / M.W. Braestrup ; H. Stang. Technical University of Denmark, 2015. pp. 77-78
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abstract = "This experimental work aims to study the behaviour of reinforced concrete flat slabs, without shear reinforcement, under gravity and horizontal loading. The effect of gravity load ratio, drift amplitude and horizontal loading nature (cyclic or monotonie) were the studied variables, to ascertain its influence in load and drift capacity, as well as slab-column connection degradation. To accomplish this, four si milar flat slab specimens, measuring 4.15 × 1.85×0.15m3, were tested under different test protocols, using an innovative test setup whose boundary conditions better approximate laboratory specimens to reality. The obtained results show that cyclic horizontal loads are extremely detrimental to the slab-column connection. The observed drift capacity is not satisfactory, even under low gravity loads.",
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Almeida, A, Inácio, MMG, Lúcio, V & Ramos, AMP 2015, Flat slab punching behaviour under cyclic horizontal loading. in MW Braestrup & H Stang (eds), Concrete - Innovation and Design: fib Symposium Proceedings. Technical University of Denmark, pp. 77-78, 2015 fib Symposium: Concrete - Innovation and Design, Copenhagen, Denmark, 18/05/15.

Flat slab punching behaviour under cyclic horizontal loading. / Almeida, André; Inácio, Micael M G; Lúcio, Válter; Ramos, António Manuel Pinho.

Concrete - Innovation and Design: fib Symposium Proceedings. ed. / M.W. Braestrup; H. Stang. Technical University of Denmark, 2015. p. 77-78.

Research output: Chapter in Book/Report/Conference proceedingConference contribution

TY - GEN

T1 - Flat slab punching behaviour under cyclic horizontal loading

AU - Almeida, André

AU - Inácio, Micael M G

AU - Lúcio, Válter

AU - Ramos, António Manuel Pinho

N1 - Sem PDF.

PY - 2015

Y1 - 2015

N2 - This experimental work aims to study the behaviour of reinforced concrete flat slabs, without shear reinforcement, under gravity and horizontal loading. The effect of gravity load ratio, drift amplitude and horizontal loading nature (cyclic or monotonie) were the studied variables, to ascertain its influence in load and drift capacity, as well as slab-column connection degradation. To accomplish this, four si milar flat slab specimens, measuring 4.15 × 1.85×0.15m3, were tested under different test protocols, using an innovative test setup whose boundary conditions better approximate laboratory specimens to reality. The obtained results show that cyclic horizontal loads are extremely detrimental to the slab-column connection. The observed drift capacity is not satisfactory, even under low gravity loads.

AB - This experimental work aims to study the behaviour of reinforced concrete flat slabs, without shear reinforcement, under gravity and horizontal loading. The effect of gravity load ratio, drift amplitude and horizontal loading nature (cyclic or monotonie) were the studied variables, to ascertain its influence in load and drift capacity, as well as slab-column connection degradation. To accomplish this, four si milar flat slab specimens, measuring 4.15 × 1.85×0.15m3, were tested under different test protocols, using an innovative test setup whose boundary conditions better approximate laboratory specimens to reality. The obtained results show that cyclic horizontal loads are extremely detrimental to the slab-column connection. The observed drift capacity is not satisfactory, even under low gravity loads.

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KW - Experimental work

KW - Flat slab

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KW - Reinforced concrete

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BT - Concrete - Innovation and Design

A2 - Braestrup, M.W.

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PB - Technical University of Denmark

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Almeida A, Inácio MMG, Lúcio V, Ramos AMP. Flat slab punching behaviour under cyclic horizontal loading. In Braestrup MW, Stang H, editors, Concrete - Innovation and Design: fib Symposium Proceedings. Technical University of Denmark. 2015. p. 77-78