A multiscale DEM-FEM coupled approach for the investigation of granules as crash-absorber in ship building

被引:7
作者
Chaudry, Mohsin Ali [1 ]
Woitzik, Christian [2 ]
Duster, Alexander [2 ]
Wriggers, Peter [1 ]
机构
[1] Leibniz Univ Hannover, Inst Continuum Mech, Appelstr 11, D-30167 Hannover, Germany
[2] Hamburg Univ Technol, Numer Struct Anal Applicat Ship Technol M10, D-21073 Hamburg, Germany
关键词
Multiscale DEM-FEM coupled model; Homogenization; Gradient enhanced ductile damage; Crashworthiness of ship; DISCRETE ELEMENT MODELS; SIMULATIONS; HOMOGENIZATION; DEFORMATION; STRAIN;
D O I
10.1007/s40571-021-00401-5
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
This paper covers a numerical analysis of a novel approach to increasing the crashworthiness of double hull ships. As proposed in Schottelndreyer (Fullstoffe in der Konstruktion: ein Konzept zur Verstarkung vonSchiffsseitenhullen, Technische Uni-versitt Hamburg, Hamburg, 2015), it involves the usage of granular materials in the cavity of the double hull ship. For the modeling of this problem, the discrete element method (DEM) is used for the granules while the finite element method is used for the ship's structure. In order to account for the structural damage caused by collision, a gradient-enhanced ductile damage model is implemented. In addition to avoid locking, an enhanced strain-based formulation is used. For large-scale problems such as the one in the current study, modeling of all granules with realistic size can be computationally expensive. A two-scale model based on the work of Wellmann and Wriggers (Comput Methods Appl Mech Eng 205:46-58, 2012) is applied-and the region of significant localization is modeled with the DEM, while a continuum model is used for the other regions. The coupling of both discretization schemes is based on the Arlequin method. Numerical homogenization is used to estimate the material parameters of the continuum region with the granules. This involves the usage of meshless interpolation functions for the projection of particle displacement and stress onto a background mesh. Later, the volume-averaged stress and strain within the representative volume element is used to estimate the material parameters. At the end, the results from the combined numerical model are compared with the results from the experiments given in Woitzik and Duster (Ships Offshore Struct 1-12, 2020). This validates both the accuracy of the numerical model and the proposed idea of increasing the crashworthiness of double hull vessels with the granular materials.
引用
收藏
页码:179 / 197
页数:19
相关论文
共 42 条
[1]  
[Anonymous], 2018, CGAL USER REFERENCE
[2]  
[Anonymous], 2019, U N C ON TRADE DEV R
[3]   The Arlequin method as a flexible engineering design tool [J].
Ben Dhia, H ;
Rateau, G .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2005, 62 (11) :1442-1462
[4]  
Ben Dhia H, 1998, CR ACAD SCI II B, V326, P899, DOI 10.1016/S1251-8069(99)80046-5
[5]   Three-dimensional discrete element models for the granular statics and dynamics of powders in cavity filling [J].
Bierwisch, C. ;
Kraft, T. ;
Riedel, H. ;
Moseler, M. .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2009, 57 (01) :10-31
[6]   A phase-field formulation for fracture in ductile materials: Finite defonnation balance law derivation, plastic degradation, and stress triaxiality effects [J].
Borden, Michael J. ;
Hughes, Thomas J. R. ;
Landis, Chad M. ;
Anvari, Amin ;
Lee, Isaac J. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2016, 312 :130-166
[7]  
Chaudry MA, 2020, MULTISCALE DEM 5 COU
[8]   Experimental and numerical characterization of expanded glass granules [J].
Chaudry, Mohsin Ali ;
Woitzik, Christian ;
Duester, Alexander ;
Wriggers, Peter .
COMPUTATIONAL PARTICLE MECHANICS, 2018, 5 (03) :297-312
[9]   On the computational aspects of comminution in discrete element method [J].
Chaudry, Mohsin Ali ;
Wriggers, Peter .
COMPUTATIONAL PARTICLE MECHANICS, 2018, 5 (02) :175-189
[10]   An approach to enhance efficiency of DEM modelling of soils with crushable grains [J].
Ciantia, M. O. ;
Arroyo, M. ;
Calvetti, F. ;
Gens, A. .
GEOTECHNIQUE, 2015, 65 (02) :91-110