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Prediction of punching behaviour of RC slabs using continuum nonlinear FE analysis
Chalmers University of Technology, Sweden.
Chalmers University of Technology, Sweden.
Chalmers University of Technology, Sweden.
RISE., SP – Sveriges Tekniska Forskningsinstitut, CBI Betonginstitutet AB, Betong & Berg. Chalmers University of Technology, Sweden.ORCID-id: 0000-0003-4565-5345
Vise andre og tillknytning
2016 (engelsk)Inngår i: IABSE Congress Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, IABSE c/o ETH Hönggerberg , 2016, s. 1629-1636Konferansepaper, Publicerat paper (Fagfellevurdert)
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.

sted, utgiver, år, opplag, sider
IABSE c/o ETH Hönggerberg , 2016. s. 1629-1636
Emneord [en]
RC slabs, punching failure, finite element analysis, structural behaviour
HSV kategori
Identifikatorer
URN: urn:nbn:se:ri:diva-27812ISBN: 978-3-85748-144-4 (tryckt)OAI: oai:DiVA.org:ri-27812DiVA, id: diva2:1063336
Konferanse
19th IABSE Congress Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, September 21-23, 2016, Stockholm, Sweden
Tilgjengelig fra: 2017-01-10 Laget: 2017-01-10 Sist oppdatert: 2019-06-24bibliografisk kontrollert

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