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Ductility Reinforcement for Flat Slabs in Seismic as well as Non-seismic Areas
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Structural Design and Bridges (name changed 20110630).
2005 (English)In: Magazine of Concrete Research, ISSN 0024-9831Article in journal (Other academic) Submitted
Place, publisher, year, edition, pages
Keyword [en]
cyclic loading, design, ductility, earthquake, flat concrete slabs, punching shear, shear reinforcement, story drift, tests
National Category
Building Technologies
URN: urn:nbn:se:kth:diva-24896OAI: diva2:353970
QS 20120319Available from: 2010-09-29 Created: 2010-09-29 Last updated: 2012-03-19Bibliographically 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.
Trita-BKN. Bulletin, ISSN 1103-4270 ; 80
Construction engineering, bent-down bars, building codes, cyclic loading, deflection, ductility, earthquake, Byggnadsteknik
National Category
Building Technologies
urn:nbn:se:kth:diva-203 (URN)
Public defence
2005-05-26, Sal D2, Lindstedtsvägen 5, Stockholm, 10:00
QC 20100929Available from: 2005-05-18 Created: 2005-05-18 Last updated: 2010-09-29Bibliographically approved

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Broms, Carl Erik
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