A Weakly Singular Collocation Boundary Element Formulation for Linear Poroelasticity

Michael Messner; Martin Schanz

doi:10.1002/pamm.201010274

A Weakly Singular Collocation Boundary Element Formulation for Linear Poroelasticity

Institute of Applied Mechanics (2610)

Research output: Contribution to journal › Article

Original language	English
Pages (from-to)	563-564
Journal	Proceedings in Applied Mathematics and Mechanics
Volume	10
Issue number	1
DOIs	https://doi.org/10.1002/pamm.201010274
Publication status	Published - 2010

Fields of Expertise

Information, Communication & Computing

Treatment code (Nähere Zuordnung)

Basic - Fundamental (Grundlagenforschung)

Access to Document

10.1002/pamm.201010274

Symmetric Galerkin Boundary Element Method for poroelastodynamic continua
Meßner, M. & Schanz, M.
1/08/08 → 1/03/15
Project: Research project

Cite this

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title = "A Weakly Singular Collocation Boundary Element Formulation for Linear Poroelasticity",

author = "Michael Messner and Martin Schanz",

year = "2010",

doi = "10.1002/pamm.201010274",

language = "English",

volume = "10",

pages = "563--564",

journal = "Proceedings in Applied Mathematics and Mechanics ",

issn = "1617-7061",

publisher = "Wiley-Blackwell",

number = "1",

}

TY - JOUR

T1 - A Weakly Singular Collocation Boundary Element Formulation for Linear Poroelasticity

AU - Messner, Michael

AU - Schanz, Martin

PY - 2010

Y1 - 2010

U2 - 10.1002/pamm.201010274

DO - 10.1002/pamm.201010274

M3 - Article

SN - 1617-7061

VL - 10

SP - 563

EP - 564

JO - Proceedings in Applied Mathematics and Mechanics

JF - Proceedings in Applied Mathematics and Mechanics

IS - 1

ER -

A Weakly Singular Collocation Boundary Element Formulation for Linear Poroelasticity

Fields of Expertise

Treatment code (Nähere Zuordnung)

Access to Document

Projects

Symmetric Galerkin Boundary Element Method for poroelastodynamic continua

Cite this