Predicting seismic permanent displacement of soil walls under surcharge based on limit analysis approach

2018 ◽  
Vol 17 (4) ◽  
pp. 747-759 ◽  
Author(s):  
Mohammad Mahdi Aminpour ◽  
Mohammad Maleki ◽  
Ali Ghanbari
2011 ◽  
Vol 93 (4) ◽  
pp. 1217-1224 ◽  
Author(s):  
Oualid Limam ◽  
Gilles Foret ◽  
Hatem Zenzri

2001 ◽  
Vol 01 (03) ◽  
pp. 293-311 ◽  
Author(s):  
LEONE CORRADI ◽  
NICOLA PANZERI ◽  
CARLO POGGI

The design of some steel shells, like energy absorbers or bumpers, requires the knowledge of their behavior in large deformations. In this paper, the method of sequential limit analysis is presented and applied to axisymmetric shells in order to study their post-collapse response. Although the material behavior is assumed as rigid-plastic, results compare favorably with those produced by elastic-plastic incremental analyses and the procedure appears to be more efficient and numerically stable. Large displacement effects, both of stable and unstable nature, are implicitly accounted for by mesh updating.


2020 ◽  
Author(s):  
Nicola Grillanda ◽  
Gabriele Milani ◽  
Marco Valente ◽  
Andrea Chiozzi ◽  
Antonio Tralli

2003 ◽  
Vol 60 (4) ◽  
pp. 467-471 ◽  
Author(s):  
Oualid Limam ◽  
Gilles Foret ◽  
Alain Ehrlacher

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