Thermo-mechanic model for concrete exposed to elevated temperatures

Engineering Structures

Volumn 25, Issue 6, 2003, Pages 729-742

  Luccioni, B M ^a   Figueroa, M I ^a   Danesi, R F ^a  

^a UNIVERSIDAD NACIONAL DE TUCUMÁN   (Argentina)

Author keywords

Concrete; Damage; Numerical model; Plasticity; Temperature; Thermal damage; Thermo mechanical coupling

Indexed keywords

FLAMMABILITY TESTING; HIGH TEMPERATURE EFFECTS; RESIDUAL STRESSES; STRENGTH OF MATERIALS; THERMOMECHANICAL TREATMENT;

DAMAGE ASSESSMENT;

CONCRETE CONSTRUCTION;

CONCRETE; HIGH TEMPERATURE; NUMERICAL MODEL; PLASTICITY; THERMOMECHANICS;

EID: 0037402852     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00209-2     Document Type: Article

References (26)

1. Bazant ZP, Kaplan MF. Concrete at high temperatures: material properties and mathematical models. London: Longman Group Limited, 1996.
2. Heinfling G, Reynouard JM, Merabet O, Duval CA. Thermo-elasticmodel for concrete at elevat temperatures including crackingand thermo - mechanical interaction strains. In: Comp. Plasticity, Fundamentals and Applications. Barcelona, España: CIMNE;1997. p. 1493-8.
3. Di Maio A, Giaccio G, Zerbino R. Relación entre el módulo de elasticidad estático y dinámico de hormigones expuestos d altas temperaturas. Memorias de CONPAT 99, Montevideo, Uruguay. 1999. 331-8.
4. Zhang B, Bicanic N, Pearce CJ, Balabanic G. Residual fracture properties of normal and high-strength concrete subjected to elevated temperatures. Magazine of Concrete Research 2000;52(2):123-36.
5. Ju JW, Zhang Y. Advanced thermomechanical constitutive models for airfield concrete pavement under high temperatures. In: Voyiadjis GZ, Ju JWW, Chaboche JL, editors. Damage mechanicsin engineering materials. Elsevier; 1998. p. 275-83.
6. Ulm FJ, Coussy O, Bazant Z. The Chunnel fire. I: chemoplastic softening in rapidly heated concrete. ASCE J. Eng. Mechs 1999;125(3):272-82.
7. Huang Z, Burgess IW, Plank RJ. Non linear analysis of reinforced concrete slabs subjected to fire. ACI Structural Journal 1999;96(1):127-35.
8. Huang Z, Burgess I. W, Plank RJ. Three-dimensional analysis of composite steel-framed building in fire. ASCE J. Struc. Engng 2000;126(3):389-97.
9. Huang Z, Burgess IW, Plank RJ. Effective stiffness modelling of composite concrete slabs in fire. Engineering Structures 2000;22:1133-44.
10. Philleo R. Some physical properties of concrete at high temperatures. ACI Material Journal 1958;29(10):857-64.
11. Lin WM, Lin TD, Powers-Couche LJ. Microstructures of fire-damaged concrete. ACI Material Journal 1996;93(3):199-203.
12. Phan LT. Fire performance of high-strength concrete: a report of the state-of-the-art. NISTIR 5934, 1996:115.
13. Barragán B, Di Maio A, Giaccio G, Traversa L, Zerbino R. Efecto de las altas temeperaturas sobre las propiedades fisicomecánicas del hormigón. Ciencia y Tecnología del Hormigón, LEMIT, 1997;5:51-64.
14. Gawin D, Mjorana CE, Pesavento F, Schrefler BA. A fully coupled multiphase model of hygro-thermo-mechanical behaviorof concrete at high temperature. In: Computational Mechanics, New Trends and Applications. Barcelona, Spain: CIMNE; 1998.p. 1-19.
15. Luccioni B, Oller S, Danes R. Coupled plastic-damaged model. Comp. Meths App. Mechs and Eng 1996;129:81-9.
16. Lubliner J. Plasticity theory. USA: MacMillan Publishing, 1990.
17. Stabler J, Baker G. On the form of free energy and specific heat in coupled thermo-elasticity with isotropic damage. Int. J. Solids and Structures 2000;37:4691-713.
18. Maugin GA. The thermomechanics of plasticity and fracture. Cambridge: Cambridge University Press, 1992.
19. Figueroa MI. Hormigones expuestos a altas temperatures. Master Thesis, National University of Tucumán, Argentina, 2001.
20. Figueroa MI, Luccioni BM, Danesi RF. Modelo termo-mecánico para hormigón expuesto a altas temperatures. Mec. Comput 2001:XX;195-202.
21. Salomón O, Onate E, Oller S, Car E. Thermomechanical fatigue analysis based on continuum mechanics. Memorias de Mecom 99, Mendoza, Argentina 1999;133-142.
22. Prato Grasso T. Comportamiento del hormigón en edades tempranas. modelización y aplicaciones. PhD Thesis, UPC, Barcelona, España, 1999.
23. Stabler J, Baker G. Fractional steps methods for thermo-mechanical damage analyses at transient elevated temperatures. Int. J. Num. Meths in Engineering 2000;48:761-85.
24. Luege M, Luccioni B, Giaccio G, Zerbino R. Simulacion numérica del comportamiento de hormigones previamente expuestos a altas temperaturas. Mec. Comp 2000;XIX:157-62.
25. Sinha BP, Gerstle KH, Tulin LG. Stress-strain relations for concrete under cyclic loading. ACI Structural Journal 1964;62(2):195-210.
26. Ulm FJ, Acker P, Lévy M. The Chunnel fire. 2: Analysis of concrete damage. ASCE J. Eng. Mechs 1999;125(3):283-9.