NUMERICAL SIMULATION OF PENETRATION PROBLEMS IN GEOTECHNICAL ENGINEERING WITH THE PARTICLE FINITE ELEMENT METHOD (PFEM)

被引：0

作者：

Monforte, Lluis ^{[1
]}

Carbonell, Josep Maria ^{[1
,2
]}

Arroyo, Marcos ^{[1
]}

Gens, Antonio ^{[1
]}

机构：

[1] Univ Politecn Cataluna, BarcelonaTech, Campus Norte UPC, ES-08034 Barcelona, Spain

[2] Univ Politecn Cataluna, CIMNE, ES-08034 Barcelona, Spain

来源：

PARTICLE-BASED METHODS IV-FUNDAMENTALS AND APPLICATIONS | 2015年

关键词：

PFEM; Porous media; soil mechanics; penetration tests; FORMULATION;

D O I：

暂无

中图分类号：

TH [机械、仪表工业];

学科分类号：

0802 ;

摘要：

This paper highlights a computational framework for the numerical analysis of saturated soil-structure interaction problems. The variational equations of linear momentum and mass balance are obtained for the large deformation case. These equations are solved using the Particle Finite Element Method. The paper concludes with a benchmark test and the analysis of a penetration test.

引用

页码：1073 / 1080

页数：8

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