An Efficient Generalized Plasticity Constitutive Model with Minimal Complexity and Required Parameters
-
-
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
'
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
-
The stress-dilatancy relation for static equilibrium of an assembly of particles in contact
-
The steady state of sandy soils
-
Stress-dilatancy behavior for sand under loading and unloading conditions
-
Strength criterion and elastoplastic constitutive model of frozen silt in generalized plastic mechanics
-
State pressure index for modeling sand behavior
-
Simulation of yielding and stress-strain behavior of shanghai soft clay
-
Simple plasticity sand model accounting for fabric change effects
-
SANISTEEL: Simple anisotropic steel plasticity model
-
Pressure-level dependency and densification behavior of sand through generalized plasticity model
-
Plasticity model for sand under small and large cyclic strains: A multiaxial formulation
-
Nonlinear uniaxial material model for reinforcing steel bars
-
-
Modified bounding surface hypoplasticity model for sands under cyclic loading
-
Modelling of sand behaviour: Cyclic loading, anisotropy and localization. Modern Approaches to Plasticity
-
-
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
-
Drained deformation of sand under cyclic stresses reversing direction
-
Constitutive modeling of loose sands under various stress paths
-
-
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
-
A unified plasticity model for cyclic behavior of clay and sand
-
A state parameter for sand
-
A simple critical-statebased double-yield-surface model for clay behavior under complex loading
-
A practical two-surface plasticity theory
-
A modification to dense sand dynamic simulation capability of Pastor-Zienkiewicz- Chan model
-
A model of non-linearly hardening materials for complex loadings
-
A kinematic hardening constitutive model for sand: The multiaxial formulation
-
A generalized twosurface model for structural steels under cyclic loading
-
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
-
A New Perspective on Bounding Surface Plasticity: The Moving Projection Origin
-
A New Hardening Function for Bounding Surface Plasticity to Predict Soil Behavior in Overall Strain Ranges
-
A Constitutive Model with Damage for Cohesive Soils
'
An Efficient Generalized Plasticity Constitutive Model with Minimal Complexity and Required Parameters'
의 유사주제(
) 논문