Development of structural analysis program for non-linear elasticity by continuum damage mechanics

Nuclear Engineering and Design

Volumn 206, Issue 1, 2001, Pages 1-12

  Kaji, Yoshiyuki ^a   Gu, Wenwei ^b   Ishihara, Masahiro ^a   Arai, Taketoshi ^a   Nakamura, Hitoshi ^b  

^a JAPAN ATOMIC ENERGY AGENCY   (Japan)

^b CRC Research Institute Inc   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER AIDED ANALYSIS; CONTINUUM MECHANICS; DEFORMATION; ELASTICITY; FINITE ELEMENT METHOD; GRAPHITE; STRUCTURAL ANALYSIS;

CONTINUUM DAMAGE MECHANICS;

NUCLEAR ENGINEERING;

EID: 0034825423     PISSN: 00295493     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0029-5493(01)00335-1     Document Type: Article

References (11)

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2. Chaboche, J.L., 1992. Damage induced anisotropy: on the difficulties associated with the active/passive unilateral condition. Int. J. Damage Mech. 1, 148-171.
3. Chaboche, J.L., Lesne, P.M., Maire, J.F., 1995. Continuum damage mechanics, anisotropy and damage deactivation for brittle materials like concrete and ceramic composites. Int. J. Damage Mech. 4 (1), 5-22.
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8. Ju, L.W., 1989. On energy-based coupled elastoplastic damage theories: constitutive modeling and computational aspects. Int. J. Solids Struct. 25 (7), 803-833.
9. Krajcinovic, D., Fonseka, G.U., 1981. The continuous damage theory of brittle materials, parts I and II. J. Appl. Mech. ASME 48, 809-824.
10. Ladeveze, P., Lemaitre, J., 1984. Damage effective stress in quasi-unilateral material conditions. IUTAM Congress, Lyngby, Denmark.
11. Ramtani, S., 1990. Contribution ã la modélisation du comportement multiaxial du béton endommagé avec description du caractêre unilateral. Thesis, Univ. Paris VI.