Application of a homogenisation technique to a one-dimensional bar exhibiting strain-softening behaviour

Materials and Structures/Materiaux et Constructions

Volumn 30, Issue 8, 1997, Pages 506-510

  Lee, J S ^a,b   Pande, G N ^a,c,d  

^a SWANSEA UNIVERSITY   (United Kingdom)

^b KHRC   (South Korea)

^c RILEM   (Saudi Arabia)

^d TCMM Comp Modelling Mech B ^*

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE CONSTRUCTION; DIFFERENTIAL EQUATIONS; MATHEMATICAL MODELS; STRAIN;

STRAIN SOFTENING MATERIALS;

BARS (METAL);

EID: 0031251190     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1007/bf02524779     Document Type: Article

References (10)

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3. Willam, K. J., Bicanic, N. and Sture, S., 'Composite fracture model for strain softening and localised failure of concrete', in 'Comp. Modelling of Reinforced Cone. Str.', Hinton, E. and Owen, R., Eds., 1986, 122-153.
4. Oliver, J., 'A consistent characteristic length for smeared cracking models', I. J. Num. Meth. Eng. 28 (1989) 461-474.
5. Neilsen, M. K., Chen, Z. and Schreyer, H. L., 'A structural constitutive algorithm based on continuum damage mechanics for softening with snapback', in 'Proc. 3rd Int. Conf. Constitutive Laws for Eng. Mat.', Dcsai, C. S. et al., Eds., Tucson, 1991, 751-754.
6. Gopalaratnam, V. S. and Shah, S. P., 'Softening response of plain concrete in direct tension',J. ACI 82 (1985) 310-323.
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8. Schreyer, H. L. and Chen, Z., One-dimensional softening with localization', J. Appl. Mech., ASME 53 (1986) 791-797.
9. Hill., R., 'Elastic properties of reinforced solids: Some theoretical principles', J. Mech. Phys. Solids 11 (1963) 357-372.
10. Lee, J. S., Pande, G. N. and Pietruszczak, S., 'A joint element based on a homogenization technique', in 'Proc. 4th Num. Models in Geomech. (NUMOG)', Pande, G. N. and Pietruszczak, S., Eds., 1992, 249-258.