Mohr-Coulomb 항복 근사식을 이용한 탄소성 유한요소해석 = Elasto-Plastic Finite Element Analysis Using A Smooth Hyperbolic Approximation to the Mohr-Coulomb Yield Criterion

목차 (Table of Contents)

• Abstract
• 요지
• 1. 서론
• 2. Mohr-Coulomb 항복식과 Drucker-Prager 항복조건
• 3. 쌍곡선 항복함수
• 4. 점탄소성법에 의한 비선형 유한요소 해석법
• 5. 기초 지반의 파괴거동 해석 예
• 6. 결론
• 감사의 글
• 참고문헌

참고문헌 (Reference)

1 "수치실험을 통한 지반재료의 진행성 파괴거동에 미치는 영향분석" 181 (181): 863-871, 1998

2 "Viscoplasticity and creep in elastic solids unified numerical solution approach" 1974

3 "The importance of the form of the failure criterion" 1975

4 "Some useful forms of isotropic yield surfaces for soil and rock mechanics Finite elements in Geomechanics" 1977

5 "Removal of singularities in Tresca and Mohr-Couloumb yield functions Communications in Applied Numerical Methods Vol" 2-, 1986

6 "Programming the finite element method" 3th, John Wiley & Sons 1997

7 "Localization and Dispersive in Softening Solids" Delft Univ 1992

8 "Limit analysis of two and three dimensional soil mechanics problems" 217-226, 1953

9 "Finite Element in Plasticity" Pinerige Press 1980

10 "Convenient form of stress invariants for plasticity" 1972

11 "A multilaminate model for soils and its application to numerical analysis of tunnel excavation" 2001