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Prediction of punching behaviour of RC slabs using continuum nonlinear FE analysis
RISE, SP – Sveriges Tekniska Forskningsinstitut, CBI Betonginstitutet AB, Betong & Berg. Chalmers University of Technology.
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2016 (English)In: IABSE Congress Stockholm, 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Report, IABSE c/o ETH Hönggerberg , 2016, 1624-1631 p.Conference paper, Published paper (Refereed)
Abstract [en]

Failure of reinforced concrete (RC) slabs in punching has been a challenging problem for nonlinear finite element (FE) analysis. To improve the analysis approach, this study was conducted by developing a nonlinear FE analysis method for slabs subjected to punching failure, using three-dimensional continuum elements. The influence of several modelling choices were investigated by comparing such results as load carrying capacity, load-deflection response and crack pattern from the FE analyses with available experimental data. The proposed method show the possibility of accurately predicting the load-carrying capacity and realistically describing the behaviour of slabs.

Place, publisher, year, edition, pages
IABSE c/o ETH Hönggerberg , 2016. 1624-1631 p.
Keyword [en]
RC slabs; punching failure; finite element analysis; structural behaviour
National Category
Civil Engineering Infrastructure Engineering Applied Mechanics
Identifiers
URN: urn:nbn:se:ri:diva-27812ISBN: 978-3-85748-144-4 (print)OAI: oai:DiVA.org:ri-27812DiVA: diva2:1063336
Conference
19th IABSE Congress Stockholm, Sweden, 21-23 September 2016.
Available from: 2017-01-10 Created: 2017-01-10 Last updated: 2017-01-10Bibliographically approved

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CiteExportLink to record
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Citation style
  • apa
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Language
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Output format
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