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Numerical prediction of punching behavior of RC slabs using 3D non-linear FE analysis
RISE, SP – Sveriges Tekniska Forskningsinstitut, CBI Betonginstitutet AB, Betong & Berg.
2016 (English)In: Maintenance, Monitoring, Safety, Risk and Resilience of Bridges and Bridge Networks - Proceedings of the 8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016, 2016, 1607-1611 p.Conference paper (Refereed)
Abstract [en]

This study was conducted by carrying out nonlinear FE analysis of RC slabs subjected to punching failure, using three-dimensional (3D) continuum elements. The influence of several modelling choices for concrete material were investigated by comparing results such as load-carrying capacity, load-deflection response and crack pattern from the FE analyses with available experimental data. The analyses of the tested slabs show possibility to accurately predict the load-carrying capacity and realistically simulate the behavior of slabs using the proposed method.

Place, publisher, year, edition, pages
2016. 1607-1611 p.
National Category
Applied Mechanics Infrastructure Engineering Civil Engineering
Identifiers
URN: urn:nbn:se:ri:diva-27785ScopusID: 2-s2.0-85001075220ISBN: 9781138028517 (print)OAI: oai:DiVA.org:ri-27785DiVA: diva2:1062810
Conference
8th International Conference on Bridge Maintenance, Safety and Management, IABMAS, Foz do Iguaçu, Brazil, June 26 - 30, 2016.
Note

Conference Paper

Available from: 2017-01-09 Created: 2017-01-09 Last updated: 2017-01-09Bibliographically approved

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CiteExportLink to record
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Citation style
  • apa
  • harvard1
  • ieee
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  • vancouver
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More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
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Output format
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  • asciidoc
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