Implicit integration algorithm for numerical solution of partially saturated soils with an enhanced generalized plasticity constitutive model

Hongwu W. Zhang; Raffaella Santagiuliana; Bernhard A. Schrefler

Implicit integration algorithm for numerical solution of partially saturated soils with an enhanced generalized plasticity constitutive model

Hongwu W. Zhang, Raffaella Santagiuliana, Bernhard A. Schrefler

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Original language	English (US)
Title of host publication	Computational Plasticity
Subtitle of host publication	Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII
Pages	111-114
Number of pages	4
Edition	PART 1
State	Published - Dec 1 2005
Event	8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII - Barcelona, Spain Duration: Sep 5 2005 → Sep 7 2005

Other

Other	8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII
Country/Territory	Spain
City	Barcelona
Period	9/5/05 → 9/7/05

Keywords

Consistent tangent stiffness matrix
Generalized plasticity
Implicit integration algorithm
Partially saturated soils
Return mapping algorithm
Thermodynamics

ASJC Scopus subject areas

Computational Theory and Mathematics
Theoretical Computer Science

Cite this

Zhang, H. W., Santagiuliana, R., & Schrefler, B. A. (2005). Implicit integration algorithm for numerical solution of partially saturated soils with an enhanced generalized plasticity constitutive model. In Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII (PART 1 ed., pp. 111-114)

Implicit integration algorithm for numerical solution of partially saturated soils with an enhanced generalized plasticity constitutive model. / Zhang, Hongwu W.; Santagiuliana, Raffaella; Schrefler, Bernhard A.
Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII. PART 1. ed. 2005. p. 111-114.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Zhang, HW, Santagiuliana, R & Schrefler, BA 2005, Implicit integration algorithm for numerical solution of partially saturated soils with an enhanced generalized plasticity constitutive model. in Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII. PART 1 edn, pp. 111-114, 8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII, Barcelona, Spain, 9/5/05.

Zhang, Hongwu W. ; Santagiuliana, Raffaella ; Schrefler, Bernhard A. / Implicit integration algorithm for numerical solution of partially saturated soils with an enhanced generalized plasticity constitutive model. Computational Plasticity: Fundamentals and Applications - Proceedings of the 8th International Conference on Computational Plasticity, COMPLAS VIII. PART 1. ed. 2005. pp. 111-114

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title = "Implicit integration algorithm for numerical solution of partially saturated soils with an enhanced generalized plasticity constitutive model",

keywords = "Consistent tangent stiffness matrix, Generalized plasticity, Implicit integration algorithm, Partially saturated soils, Return mapping algorithm, Thermodynamics",

author = "Zhang, {Hongwu W.} and Raffaella Santagiuliana and Schrefler, {Bernhard A.}",

year = "2005",

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AU - Schrefler, Bernhard A.

PY - 2005/12/1

Y1 - 2005/12/1

KW - Consistent tangent stiffness matrix

KW - Generalized plasticity

KW - Implicit integration algorithm

KW - Partially saturated soils

KW - Return mapping algorithm

KW - Thermodynamics

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T2 - 8th International Conference on Computational Plasticity: Fundamentals and Applications, COMPLAS VIII

Y2 - 5 September 2005 through 7 September 2005

ER -

Implicit integration algorithm for numerical solution of partially saturated soils with an enhanced generalized plasticity constitutive model

Other

Keywords

ASJC Scopus subject areas

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