Modeling of pile installation using contact mechanics and quadratic elements-Reference-Cited by-同舟云学术

Modeling of pile installation using contact mechanics and quadratic elements

Published:2007-11 Issue:6 Volume:34 Page:449-461
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Fischer Kathrin A.,Sheng Daichao,Abbo Andrew J.

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference22 articles.

1. Domain decomposition by the mortar element method;Bernardi,1993

2. A theory of friction;Curnier;Int J Solids Struct,1984

3. Fischer KA. Mortar type methods applied to nonlinear contact mechanics. Ph.D. thesis. Institut für Baumechanik und numerische Mechanik. Germany: Universität Hannover; 2005.

4. Fischer KA, Sheng D. Different aspects on large deformation contact formulations applied to pile–soil FE-analysis. In: Schweiger H, editor. Numerical methods in geotechnical engineering; Taylor & Francis Group, London. Sixth European conference on numerical methods in geotechnical engineering (NUMGE6), Graz, Austria, 2006. p. 613–18.

5. Frictionless 2D contact formulations for finite deformations based on the mortar method;Fischer;Comput Mech,2005

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