An application of a damage constitutive model to concrete at high temperature and prediction of spalling

Author:

Tenchev Rosen,Purnell Phil

Publisher

Elsevier BV

Subject

Applied Mathematics,Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Modeling and Simulation

Reference47 articles.

1. Ahmed, G.N., Hurst, J.P., 1997. An analytical approach for investigating the cases of spalling of high-strength concrete at elevated temperatures. In: International Workshop on Fire Performance of High-Strength Concrete. NIST Gaithersburg, MD, February 13–14, Paper B.6, pp. 95–108.

2. Aldea, C.M., Franssen, J.M., Dotreppe, J.C., 1997. Fire test on normal and high-strength reinforced concrete columns. In: International Workshop on Fire Performance of High-Strength Concrete. NIST Gaithersburg, MD, February 13-14, Paper B7, pp. 109–124.

3. Explosive spalling of high-strength concrete columns in fire;Ali;Mag. Concr. Res.,2001

4. Anderberg, Y., 1997. Spalling phenomena of HPC and OC. In: Phan, L.T., Carino, N.J., Duthinh, D., Garboczi, E. (Eds.), Proceedings of International Workshop on Fire Performance of High-Strength Concrete, NIST Spec. Publ. 919. National Institute of Standards and Technology, Gaithersburg, MD, pp. 69–74.

5. Anderberg, Y., Thelandersson, S., 1976. Stress and deformation characteristics of concrete at high temperature. Bulletin 54, Lund Institute of Technology, Lund.

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