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Shear reinforcement for deflection ductility of flat plates
KTH, Superseded Departments, Structural Engineering.
1990 (English)In: ACI Structural Journal, ISSN 0889-3241, E-ISSN 1944-7361, Vol. 87, no 6, 696-705 p.Article in journal (Refereed) Published
Abstract [en]

The deflection ductility of flat plates with different types of shear reinforcement is tested. Excellent performance is achieved with a combination of bent bars and stirrups, even at reinforcement ratios exceeding 0.75ρb. Code requirements for flat plates are critically reviewed and design recommendations are given for the bent bar/stirrup reinforcement arrangement.

Place, publisher, year, edition, pages
1990. Vol. 87, no 6, 696-705 p.
Keyword [en]
Building Codes, Concrete Construction - Reinforced Concrete, Concrete Products - Slabs, Structural Design, Bent Bars, Deflection Ductility, Ductile Failure Mode, Flat Plates, Shear Reinforcements, Stirrups
National Category
Building Technologies
Identifiers
URN: urn:nbn:se:kth:diva-24894ISI: A1990EG99400011OAI: oai:DiVA.org:kth-24894DiVA: diva2:353959
Note
QC 20100929Available from: 2010-09-29 Created: 2010-09-29 Last updated: 2017-12-12Bibliographically approved
In thesis
1. Concrete flat slabs and footings: Design method for punching and detailing for ductility
Open this publication in new window or tab >>Concrete flat slabs and footings: Design method for punching and detailing for ductility
2005 (English)Doctoral thesis, comprehensive summary (Other scientific)
Abstract [en]

Simple but still realistic physical models suitable for structural design of flat concrete plates and column footings with respect to punching are presented.

Punching of a flat plate is assumed to occur when the concrete compression strain at the column edge due to the bending moment in the slab reaches a critical value that is considerably lower than the generally accepted ultimate compression strain 0.0035 for one-way structures loaded in bending. In compact slabs such as column footings the compression strength of the inclined strut from the load to the column is governing instead. Both the strain limit and the inclined stress limit display a size-effect, i.e. the limit values decrease with increasing depth of the compression zone in the slab. Due respect is also paid to increasing concrete brittleness with increasing compression strength.

The influence of the bending moment means that flat plates with rectangular panels display a lower punching capacity than flat plates with square panels – a case that is not recognized by current design codes. As a consequence, punching shall be checked for each of the two reinforcement directions separately if the bending moments differ.

Since the theory can predict the punching load as well as the ultimate deflection of test specimens with good precision, it can also treat the case where a bending moment, so called unbalanced moment, is transferred from the slab to the column. This opens up for a safer design than with the prevailing method. It is proposed that the column rotation in relation to the slab shall be checked instead of the unbalanced moment for both gravity loading and imposed story drift due to lateral loads.

However, the risk for punching failure is a great disadvantage with flat plates. The failure is brittle and occurs without warning in the form of extensive concrete cracking and increased deflection. Punching at one column may even initiate punching at adjacent columns as well, which would cause progressive collapse of the total structure. A novel reinforcement concept is therefore presented that gives flat plates a very ductile behaviour, which eliminates the risk for punching failure. The performance is verified by tests with monotonic as well as cyclic loading.

Place, publisher, year, edition, pages
Stockholm: KTH, 2005. xviii, 114 p.
Series
Trita-BKN. Bulletin, ISSN 1103-4270 ; 80
Keyword
Construction engineering, bent-down bars, building codes, cyclic loading, deflection, ductility, earthquake, Byggnadsteknik
National Category
Building Technologies
Identifiers
urn:nbn:se:kth:diva-203 (URN)
Public defence
2005-05-26, Sal D2, Lindstedtsvägen 5, Stockholm, 10:00
Opponent
Supervisors
Note
QC 20100929Available from: 2005-05-18 Created: 2005-05-18 Last updated: 2010-09-29Bibliographically approved

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