Change search
ReferencesLink to record
Permanent link

Direct link
Sustainable design of concrete slabs supported by steel edge and corner columns
KTH, School of Architecture and the Built Environment (ABE), Civil and Architectural Engineering, Concrete Structures.
2012 (English)In: fib Symp.: Concr. Struct. Sustainable Community - Proc., 2012, 121-124 p.Conference paper (Refereed)
Abstract [en]

In the design of flat slabs supported on steel edge columns, the same design method for punching shear as for slabs on ridged concrete columns is usually adopted. This has been questioned, as a slender steel column cannot transfer the hogging moment of the slab which is normally assumed in punching shear design. With a more realistic design model, material savings and a more sustainable design could be achieved.

Place, publisher, year, edition, pages
2012. 121-124 p.
, fib Symposium 2012: Concrete Structures for Sustainable Community - Proceedings
Keyword [en]
Design, Edge steel columns, Non-linear finite element analyses, Punching shear, Slabs
National Category
Construction Management
URN: urn:nbn:se:kth:diva-129696ScopusID: 2-s2.0-84883394837ISBN: 9789198009811OAI: diva2:653469
fib Symposium 2012

QC 20131004

Available from: 2013-10-04 Created: 2013-10-03 Last updated: 2013-10-04Bibliographically approved

Open Access in DiVA

No full text


Search in DiVA

By author/editor
Hallgren, Mikael
By organisation
Concrete Structures
Construction Management

Search outside of DiVA

GoogleGoogle Scholar
The number of downloads is the sum of all downloads of full texts. It may include eg previous versions that are now no longer available

Total: 50 hits
ReferencesLink to record
Permanent link

Direct link