Modelling of damage accumulation in masonry subjected to a long-term compressive load

Structural Analysis of Historic Construction: Preserving Safety and Significance - Proceedings of the 6th International Conference on Structural Analysis of Historic Construction, SAHC08

Volumn 1, Issue , 2008, Pages 525-532

  Verstrynge, E ^a   Ignoul, S ^b   Schueremans, L ^a   Van Gemert, D ^a  

^a UNIVERSITY OF LEUVEN   (Belgium)

^b TRICONSULT NV   (Belgium)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE LOADS; CONTINUUM DAMAGE; DAMAGE ACCUMULATION; DAMAGE PARAMETER; EXPERIMENTAL TEST; LONG TERM CREEP; RHEOLOGICAL MODELS; STRESS EVOLUTION; TEST PROGRAM;

COMPUTER SIMULATION; CONTINUUM DAMAGE MECHANICS; MASONRY MATERIALS;

STRUCTURAL ANALYSIS;

EID: 79952339328     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (13)

1. Anzani, A., Binda, L. & Roberti G.M. 2000. The effect of heavy persistent actions into the behaviour of ancient masonry. Materials and Structures. Vol. 33 (228): 251-261.
2. Anzani, A., Binda, L. & Taliercio A. 2005. Application of a damage model tot the study of the long term behaviour of ancient towers. Proc. 1st Canadian Conf. on effective design of structures, Ontario, 10-13 July 2005.
3. Bazant, Z.P. (ed.). 1988. Mathematical modelling of creep and shrinkage of concrete: Wiley & Sons Ltd.
4. Binda, L. & Anzani, A. 1993. The time-dependent behaviour of masonry prisms: an interpretation. The masonry society journal. Vol. 11 (2).
5. Bodner, S.R. & Chan K.S. 1986. Modeling of continuum damage for application in elastic-viscoplastic constitutive equations. Eng. Fracture Mech. Vol. 25 (5/6): 705-712.
6. Boukhavrov, G.N., Chanda M.W. & Boukharov N.G. 1995. The three processes of brittle crystalline rock creep. Int. J. Rock Mech. Min. Sci. & Geomech. Vol. 32 (4): 325-335. (Pubitemid 26465071)
7. Challamel, N., Lanos C. & Casandjian C. 2005. Creep damage modelling for quasi-brittle materials. European Journal of Mechanics A/solids 24: 593-613. (Pubitemid 41101019)
8. Hult, J. Introduction and general overview. 1987. In Continuum Damage Mechanics Theory and Applications, D. Krajcinovic and J. Lemaitre (eds.): Springer-Verlag, New York.
9. Ignoul, S., Schueremans L., Binda L., et al. 2006. Creep behavior of masonry structures - failure prediction based on a rheological model and laboratory tests. In P.B. Lourenço, P. Roca, C. Modena, S. Agrawal (Eds.) Proc. Of the 5th int. seminar on structural analysis of historical constructions. Vol. 2:913-920. New Delhi 2006.
10. Kachanov, L.M. 1985. On creep rupture time. Proc. Acad. Sci. USSR Div. Eng. Sci. 8: 26-31
11. Krajcinovic, D. & Lemaitre, J. (eds). 1987 Continuum damage mechanics: Theory and applications: Springer-Verlag, New York.
12. Papa E. & Talierco A. 2005. A visco-damage model for brittle materials under monotonic and sustained stresses. International journal for numerical and analytical methods in geomechanics, Vol. 29 (3):287-310. (Pubitemid 40355783)
13. Verstrynge, E., Ignoul, S., Schueremans, L., Van Gemert, D. & Wevers, M. 2008. Damage accumulation in masonry under persistent loading evaluated by acoustic emission technique. Proc. 14th Int. Brick & Block Masonry Conference, Sydney, 17-20 February 2008.