An elasto-plastic damage model for plain concrete subjected to high temperatures

By W. Nechnech, F. Meftah, J. Reynouard. 2002

136 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/81f7624d90dd61f56456c3f0761e9aed4afc19f2

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. A. Saritas
2. R. Zhao
3. J. Sanjayan
4. Filippos Filippou
5. Faiz Shaikh
6. B. Nematollahi
7. E. Yang
8. A. Rashad

Citations in the corpus

• Numerical integration of a class of 3d plastic-damage concrete models and condensation of 3d stress–strain relations for use in beam finite elements (2009, background): “[1] for a derivation of an elastoplastic damage model for concrete under high temperatures).”
• Geopolymer and Portland cement concretes in simulated fire (2011, background): “Similar alternative theories include: that developed by Ulm et al. (1999), the chemoplastic softening model; Stabler and Baker (2000), the coupled thermomechanical damage model; and Nechnech et al. (2002), the elastoplastic damage model.”