کد مقاله | کد نشریه | سال انتشار | مقاله انگلیسی | نسخه تمام متن |
---|---|---|---|---|
1723018 | 1014752 | 2009 | 7 صفحه PDF | دانلود رایگان |
عنوان انگلیسی مقاله ISI
An enhanced Element-Free Galerkin method for dynamic response of poroelastic seabed
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کلمات کلیدی
موضوعات مرتبط
مهندسی و علوم پایه
سایر رشته های مهندسی
مهندسی دریا (اقیانوس)
پیش نمایش صفحه اول مقاله
![عکس صفحه اول مقاله: An enhanced Element-Free Galerkin method for dynamic response of poroelastic seabed An enhanced Element-Free Galerkin method for dynamic response of poroelastic seabed](/preview/png/1723018.png)
چکیده انگلیسی
This study presents an effective numerical model for the dynamic response of poroelastic seabed under wave action with enhanced performance. The spatial discretization is based on the Element-Free Galerkin (EFG) method and the time integration based on the GN11 scheme. A stability strategy that adopts a smaller number of nodes for the pore water pressure compared with those for the displacements of the soil skeleton is suggested to resolve the similar difficulty as encountered in the finite element method for a problem with mixed formulation when the pore water is incompressible and the soil skeleton impervious. The accuracy of the numerical model is verified through applying it to a typical case with critical permeability. Good agreement between computational and analytical solutions is obtained.
ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Journal of Hydrodynamics, Ser. B - Volume 21, Issue 3, June 2009, Pages 429-435
Journal: Journal of Hydrodynamics, Ser. B - Volume 21, Issue 3, June 2009, Pages 429-435
نویسندگان
Lei-na HUA, Xi-ping YU,