Evaluation of constitutive relations for concrete modeling based on an incremental theory of elastic strain-hardening plasticity
활용도 Analysis
논문 Analysis
연구자 Analysis
저자
Petr Kr?l
Petr Hradil
Ji?? Kala
제어번호
105910777
학술지명
Computers and Concrete, An International Journal
권호사항
Vol.
22
No.
2
[
2018
]
발행처
사단법인 한국계산역학회
자료유형
학술저널
수록면
227-237
언어
English
출판년도
2018
등재정보
SCIE;SCOPUS
판매처
'
Evaluation of constitutive relations for concrete modeling based on an incremental theory of elastic strain-hardening plasticity' 의 참고문헌
Theory Manual, Livemore Software Technology Corporation
The associated flow rule of plasticity
The Language of Technical Computing
Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces
Nonlinear analysis of plane stress state reinforced concrete under short term monotonic loading, Civil Engineering Studies, Structural Research Series No. 539
Nonassociated flow and stability of granular materials
Identification of parameters of concrete damage plasticity constitutive model
Determining the impact behavior of concrete beams through experimental testing and meso-scale simulation: I. Drop-weight tests
Damage-plasticity modelling of concrete: Calibration of parameters using separation of fracture energy
Damage-plastic model for concrete failure
Constitutive modeling of concrete by using nonassociated plasticity
Concrete plasticity theory for biaxial stress analysis
Behaviour of concrete under biaxial stress
Accurate integration scheme for von-Mises plasticity with mixed-hardening based on exponential maps
ATENA Program Documentation
ANSYS Mechanical Theory Reference Release 15.0
ADINA: Theory and Modeling Guide
ACI Committee 363, State of the art report on highstrength concrete
[1984]
A three invariant smooth cap model with mixed hardening
A simplified model of concrete for analysis of reinforced concrete elements
A note on nonassociated plastic flow rules
A layered finite element nonlinear analysis of reinforced concrete plates and shells
A kinematic hardening constitutive model for natural clays with loss of structure
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Evaluation of constitutive relations for concrete modeling based on an incremental theory of elastic strain-hardening plasticity'
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