연구동향 분석

An Efficient Generalized Plasticity Constitutive Model with Minimal Complexity and Required Parameters

Heisam Heidarzadeh Mohammad Oliaei 2018년

논문상세정보
    • 저자 Heisam Heidarzadeh Mohammad Oliaei
    • 제어번호 105341201
    • 학술지명 KSCE Journal of Civil Engineering
    • 권호사항 Vol. 22 No. 4 [ 2018 ]
    • 발행처 대한토목학회
    • 자료유형 학술저널
    • 수록면 1109-1120
    • 언어 English
    • 출판년도 2018
    • 등재정보 KCI등재
    • 소장기관 영남대학교 과학도서관
    • 판매처
    유사주제 논문( 0)
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' An Efficient Generalized Plasticity Constitutive Model with Minimal Complexity and Required Parameters' 의 참고문헌

  • Yielding of sand in triaxial compression
  • Unified sand model based on the critical state and generalized plasticity
    Ling, H. I. [2006]
  • The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
    Rowe, P. W. [1962]
  • The steady state of sandy soils
    Verdugo, R. [1996]
  • Stress-dilatancy behavior for sand under loading and unloading conditions
    Yin, Z. Y. [2011]
  • Strength criterion and elastoplastic constitutive model of frozen silt in generalized plastic mechanics
    Lai, Y. [2010]
  • State pressure index for modeling sand behavior
    Wang, Z. L. [2002]
  • Simulation of yielding and stress-strain behavior of shanghai soft clay
    Huang, M. [2011]
  • Simple plasticity sand model accounting for fabric change effects
  • SANISTEEL: Simple anisotropic steel plasticity model
    Mahan, M. [2011]
  • Pressure-level dependency and densification behavior of sand through generalized plasticity model
    Ling, H. I. [2003]
  • Plasticity model for sand under small and large cyclic strains: A multiaxial formulation
  • Nonlinear uniaxial material model for reinforcing steel bars
    Kunnath, S. [2009]
  • Nonlinear Stress-Strain Response of Soft Chicago Glacial Clays
    김태식 [2015]
  • Modified bounding surface hypoplasticity model for sands under cyclic loading
    Wang, G. [2014]
  • Modelling of sand behaviour: Cyclic loading, anisotropy and localization. Modern Approaches to Plasticity
    Pastor, M. [1993]
  • Liquefaction of sands
    Castro, G. [1969]
  • Liquefaction and flow failure during earthquakes
  • Generalized plasticity state parameter-based model for saturated and unsaturated soils, Part 1: Saturated state
  • Generalized plasticity and the modeling of soil behavior
    Pastor, M. [1990]
  • Drained deformation of sand under cyclic stresses reversing direction
  • Constitutive modeling of loose sands under various stress paths
    Chen, C. [2013]
  • Computational Geomechanics: With Special Reference to Earthquake Engineering
  • Bounding surface plasticity. I: Mathematical foundation and hypoplasticity
  • Bounding surface plasticity model for the seismic liquefaction analysis of geostructures
  • Applying an appropriate cap in an elastoplastic model with open bounding and yield surfaces at high pressures
  • Anisotropic bounding-surface plasticity model for the cyclic shakedown and degradation of saturated clay
    Hu, C. [2012]
  • A unified plasticity model for cyclic behavior of clay and sand
    Yu, H. S. [2007]
  • A state parameter for sand
    Been, K. [1985]
  • A simple critical-statebased double-yield-surface model for clay behavior under complex loading
    Yin, Z. Y. [2013]
  • A practical two-surface plasticity theory
  • A modification to dense sand dynamic simulation capability of Pastor-Zienkiewicz- Chan model
    Iraji, A. [2013]
  • A model of non-linearly hardening materials for complex loadings
  • A kinematic hardening constitutive model for sand: The multiaxial formulation
    Gajo, A. [1999]
  • A generalized twosurface model for structural steels under cyclic loading
    Shen, C. [1993]
  • A fundamental study of the behavior of sand by triaxial testing
  • A critical state two-surface plasticity model for sands
  • A bounding surface plasticity model for cyclic loading of granular soils
    Khalili, N. [2005]
  • A New Perspective on Bounding Surface Plasticity: The Moving Projection Origin
    김태식 [2017]
  • A New Hardening Function for Bounding Surface Plasticity to Predict Soil Behavior in Overall Strain Ranges
    Seboong Oh [2007]
  • A Constitutive Model with Damage for Cohesive Soils
    김대규 [2004]