Please use this identifier to cite or link to this item:
http://hdl.handle.net/1942/35879
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Molkens, T | - |
dc.contributor.author | DEGEE, Herve | - |
dc.contributor.author | DRAGAN, Dan | - |
dc.contributor.author | BAEKELAND, Pieter | - |
dc.contributor.author | Leijssen, F | - |
dc.date.accessioned | 2021-11-25T09:58:09Z | - |
dc.date.available | 2021-11-25T09:58:09Z | - |
dc.date.issued | 2018 | - |
dc.date.submitted | 2021-11-25T09:56:21Z | - |
dc.identifier.citation | HIGH TECH CONCRETE: WHERE TECHNOLOGY AND ENGINEERING MEET, SPRINGER INTERNATIONAL PUBLISHING AG, p. 1101 -1109 | - |
dc.identifier.isbn | 978-3-319-59470-5 | - |
dc.identifier.uri | http://hdl.handle.net/1942/35879 | - |
dc.description.abstract | In the current version of EN 1992-1-1, the shear and punching capacity of beams and slabs without shear reinforcement is governed by the smallest width of the cross section in the tensile area. The semi-empirical formula in this code is appropriate for rather deep beam elements without contribution of the flanges and transfer stiffeners to the shear capacity. However, it can be presumed that for rather stocky beams or slabs with small void formers these components contribute and improve the shear capacity of the global element. To evidence the increased capacity of such slabs in comparison with the single beam theory, a limited test program was set up by Airdeck Building Concepts and Hasselt University (Belgium). Four-point bending tests were carried out on elements with a width of 600 mm, span of 2400 mm and thicknesses of 220 and 340 mm with or without void formers. Because these systems are mostly composed by a precast plank with a thickness from about 60 to 70 mm (with fixed void formers) and a topping cast on site, special attention was taken to the interface to avoid an early failure at the shear interface. Different approximations are investigated for deducing the resistance of the slab with voiding elements by application of a reduction factor on the resistance of a solid slab. It appears from this preliminary set of tests that a volumetric reduction ratio provides the best though safe estimate for this slabs. | - |
dc.language.iso | en | - |
dc.publisher | SPRINGER INTERNATIONAL PUBLISHING AG | - |
dc.subject.other | Shear capacity | - |
dc.subject.other | Void formers | - |
dc.subject.other | Volumetric reduction ratio | - |
dc.title | Shear Capacity of Slabs with Voiding Elements | - |
dc.type | Proceedings Paper | - |
local.bibliographicCitation.conferencedate | JUN 12-14, 2017 | - |
local.bibliographicCitation.conferencename | Fib Symposium on High Tech Concrete - Where Technology and Engineering Meet | - |
local.bibliographicCitation.conferenceplace | Maastricht, NETHERLANDS | - |
dc.identifier.epage | 1109 | - |
dc.identifier.spage | 1101 | - |
local.bibliographicCitation.jcat | C1 | - |
local.publisher.place | GEWERBESTRASSE 11, CHAM, CH-6330, SWITZERLAND | - |
local.type.refereed | Refereed | - |
local.type.specified | Proceedings Paper | - |
dc.identifier.doi | 10.1007/978-3-319-59471-2_128 | - |
dc.identifier.isi | WOS:000550253300129 | - |
local.provider.type | Web of Science | - |
local.bibliographicCitation.btitle | HIGH TECH CONCRETE: WHERE TECHNOLOGY AND ENGINEERING MEET | - |
item.fullcitation | Molkens, T; DEGEE, Herve; DRAGAN, Dan; BAEKELAND, Pieter & Leijssen, F (2018) Shear Capacity of Slabs with Voiding Elements. In: HIGH TECH CONCRETE: WHERE TECHNOLOGY AND ENGINEERING MEET, SPRINGER INTERNATIONAL PUBLISHING AG, p. 1101 -1109. | - |
item.fulltext | With Fulltext | - |
item.validation | ecoom 2021 | - |
item.contributor | Molkens, T | - |
item.contributor | DEGEE, Herve | - |
item.contributor | DRAGAN, Dan | - |
item.contributor | BAEKELAND, Pieter | - |
item.contributor | Leijssen, F | - |
item.accessRights | Restricted Access | - |
Appears in Collections: | Research publications |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
Molkens2018_Chapter_ShearCapacityOfSlabsWithVoidin.pdf Restricted Access | Published version | 3.13 MB | Adobe PDF | View/Open Request a copy |
Page view(s)
24
checked on Aug 3, 2022
Download(s)
12
checked on Aug 3, 2022
Google ScholarTM
Check
Altmetric
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.