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Prediction of punching behaviour of RC slabs using continuum non-linear FE analysis
RISE, SP – Sveriges Tekniska Forskningsinstitut, CBI Betonginstitutet AB, Betong & Berg.
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2016 (English)In: Engineering structures, ISSN 0141-0296, E-ISSN 1873-7323, Vol. 125, 15-25 p.Article in journal (Refereed) Published
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Abstract [en]

Failure of reinforced concrete (RC) slabs without shear reinforcement 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 without shear reinforcement, using three-dimensional continuum elements. The influence of several modelling choices were investigated by comparing such results as loadcarrying capacity, load-deflection response and crack pattern from the FE analyses with available experimental data. The proposed method shows the possibility of accurately predicting the load-carrying capacity and realistically describing the behaviour of slabs.

Place, publisher, year, edition, pages
Elsevier, 2016. Vol. 125, 15-25 p.
Keyword [en]
finite element analysis, punching failure, RC slabs, structural behaviour
National Category
Building Technologies Applied Mechanics
Identifiers
URN: urn:nbn:se:ri:diva-797DOI: 10.1016/j.engstruct.2016.06.044Scopus ID: 2-s2.0-84978194048OAI: oai:DiVA.org:ri-797DiVA: diva2:951196
Available from: 2016-08-07 Created: 2016-08-07 Last updated: 2017-11-28Bibliographically approved

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