scholarly journals Discrete Particle Model for Soft Particle Systems

2021 ◽  
Vol 28 (0) ◽  
pp. 64-67
Author(s):  
Takuya TSUJI
2021 ◽  
Vol 236 ◽  
pp. 112000
Author(s):  
Eliška Janouchová ◽  
Anna Kučerová ◽  
Jan Sýkora ◽  
Jan Vorel ◽  
Roman Wan-Wendner

1993 ◽  
Vol 107 (2) ◽  
pp. 367-377 ◽  
Author(s):  
John A. Trapp ◽  
Glen A. Mortensen

2009 ◽  
Vol 64 (6) ◽  
pp. 1260-1266 ◽  
Author(s):  
C.L. Wu ◽  
J.M. Zhan ◽  
Y.S. Li ◽  
K.S. Lam ◽  
A.S. Berrouk

Particuology ◽  
2014 ◽  
Vol 13 ◽  
pp. 134-144 ◽  
Author(s):  
Nageswara Rao Narni ◽  
Mirko Peglow ◽  
Gerald Warnecke ◽  
Jitendra Kumar ◽  
Stefan Heinrich ◽  
...  

2004 ◽  
Vol 139 (2) ◽  
pp. 129-139 ◽  
Author(s):  
M Ye ◽  
M.A van der Hoef ◽  
J.A.M Kuipers

2005 ◽  
Vol 83 (7) ◽  
pp. 833-843 ◽  
Author(s):  
M. Ye ◽  
M.A. Van Der Hoef ◽  
J.A.M. Kuipers

2011 ◽  
Vol 82 ◽  
pp. 75-80 ◽  
Author(s):  
Gianluca Cusatis ◽  
Giovanni Di Luzio ◽  
Luigi Cedolin

The study of concrete dam subjected to extreme loading conditions require theadoption of accurate constitutive equations. In this paper some recent results on the meso-scalesimulation of blast and penetration e ects on concrete will be discussed. The adopted meso-scale constitutive equation is the so-called Lattice Discrete Particle Model (LDPM) recentlyformulated at Rensselaer Polytechnic Institute. LDPM can accurately describe the macroscopicbehavior of quasi-brittle materials, and especially concrete, during elastic, fracturing, softening,and hardening regimes. Tensile dominated experimental tests under both dynamic conditionswere numerically simulated. After presenting examples of simulations relevant to quasi-staticand dynamic concrete behavior, LDPM simulation of the e ect of air blast pressure, on concretewill be discussed. Finally, the problem of the extrapolations of laboratory tests to actual in-situconditions is also presented.


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