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Volumn , Issue , 2006, Pages 613-618

Different aspects of large deformation contact formulations applied to pile-soil FE-analysis

Author keywords

[No Author keywords available]

Indexed keywords

DEFORMATION; DOMAIN DECOMPOSITION METHODS; FINITE ELEMENT METHOD; FRICTION; GEOTECHNICAL ENGINEERING; NUMERICAL METHODS; SOIL STRUCTURE INTERACTIONS; SOILS;

EID: 56149099646     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1201/9781439833766.ch89     Document Type: Conference Paper
Times cited : (1)

References (14)
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  • 3
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    • Fischer, K.A.1    Wriggers, P.2
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    • Fischer, K.A.1    Wriggers, P.2
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    • Nike2d: An Implicit, Finite Deformation, Finite Element Code for the Analysing the Static and Dynamic Response of Two-dimensional Solids
    • 52678, UC-Lawrence Livermore National Laboratory
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    • Hallquist, J.1
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    • Puso, M. A. and T. A. Laursen (2004). A mortar segment-to-segment frictional contact method for large deformations. Computer Methods in Applied Mechanics and Engineering 193(45-47), 4891-4913.
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    • Puso, M.A.1    Laursen, T.A.2
  • 7
    • 12944314762 scopus 로고    scopus 로고
    • Finite element analysis of pile installation using large slip frictional contact
    • Sheng, D., K. D. Eigenbrod, and P. Wriggers (2005). Finite element analysis of pile installation using large slip frictional contact. Computers and Geotechnics 32, 17-26.
    • (2005) Computers and Geotechnics , vol.32 , pp. 17-26
    • Sheng, D.1    Eigenbrod, K.D.2    Wriggers, P.3
  • 8
    • 33750708226 scopus 로고    scopus 로고
    • Cantilever sheet-pile wall modelled by frictional contact
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.