Prediction of punching behaviour of RC slabs using continuum non-linear FE analysis
•A NLFEA method for slabs subjected to punching failure is developed.•Punching behaviour of RC slabs can be reflected in NLFEA.•Critical shear crack can be reflected by using 3D NLFEA.•NLFEA of two-way RC slab is significantly affected by modelling parameters.•Influence of size effects and flexural...
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| Vydané v: | Engineering structures Ročník 125; s. 15 - 25 |
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| Hlavní autori: | , , , , |
| Médium: | Journal Article |
| Jazyk: | English |
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Elsevier Ltd
15.10.2016
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| ISSN: | 0141-0296, 1873-7323, 1873-7323 |
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| Abstract | •A NLFEA method for slabs subjected to punching failure is developed.•Punching behaviour of RC slabs can be reflected in NLFEA.•Critical shear crack can be reflected by using 3D NLFEA.•NLFEA of two-way RC slab is significantly affected by modelling parameters.•Influence of size effects and flexural reinforcement can be reflected in NLFEA.
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. |
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| AbstractList | 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. •A NLFEA method for slabs subjected to punching failure is developed.•Punching behaviour of RC slabs can be reflected in NLFEA.•Critical shear crack can be reflected by using 3D NLFEA.•NLFEA of two-way RC slab is significantly affected by modelling parameters.•Influence of size effects and flexural reinforcement can be reflected in NLFEA. 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. |
| Author | Shu, Jiangpeng Johansson, Morgan Zandi, Kamyab Nilenius, Filip Plos, Mario |
| Author_xml | – sequence: 1 givenname: Jiangpeng surname: Shu fullname: Shu, Jiangpeng email: jiangpeng.shu@chalmers.se organization: Department of Civil and Environmental Engineering, Chalmers University of Technology, 412 96 Gothenburg, Sweden – sequence: 2 givenname: Mario surname: Plos fullname: Plos, Mario organization: Department of Civil and Environmental Engineering, Chalmers University of Technology, 412 96 Gothenburg, Sweden – sequence: 3 givenname: Kamyab surname: Zandi fullname: Zandi, Kamyab organization: Department of Civil and Environmental Engineering, Chalmers University of Technology, 412 96 Gothenburg, Sweden – sequence: 4 givenname: Morgan surname: Johansson fullname: Johansson, Morgan organization: Department of Civil and Environmental Engineering, Chalmers University of Technology, 412 96 Gothenburg, Sweden – sequence: 5 givenname: Filip surname: Nilenius fullname: Nilenius, Filip organization: Department of Civil and Environmental Engineering, Chalmers University of Technology, 412 96 Gothenburg, Sweden |
| BackLink | https://urn.kb.se/resolve?urn=urn:nbn:se:ri:diva-797$$DView record from Swedish Publication Index https://research.chalmers.se/publication/243701$$DView record from Swedish Publication Index (Chalmers tekniska högskola) |
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| Cites_doi | 10.1016/j.engstruct.2009.02.047 10.1002/suco.201400088 10.1139/l96-135 10.1080/15732479.2011.552916 10.1016/j.engstruct.2015.07.003 10.1108/02644400510598750 10.1016/j.engstruct.2010.09.004 10.1061/(ASCE)0733-9445(1997)123:5(652) 10.1002/suco.201300069 |
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| Snippet | •A NLFEA method for slabs subjected to punching failure is developed.•Punching behaviour of RC slabs can be reflected in NLFEA.•Critical shear crack can be... Failure of reinforced concrete (RC) slabs without shear reinforcement in punching has been a challenging problem for nonlinear finite element (FE) analysis. To... |
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| SubjectTerms | Finite element analysis Punching failure RC slabs Structural behaviour |
| Title | Prediction of punching behaviour of RC slabs using continuum non-linear FE analysis |
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