COMPRESSION FIELD MODELING OF REINFORCED CONCRETE SUBJECTED TO REVERSED LOADING: FORMULATION

By D. Palermo, F. Vecchio. 2004

177 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/30aaed624a642c871aa4d00f252e0fd071fdbc7c

How researchers see this paper

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

In Building and Construction

1. Farhad Aslani
2. R. A. Abu Al-Rub
3. P. Roca
4. José Fernando Sima
5. C. Molins
6. Raha Jowkarmeimandi
7. Shami Nejadi

In Civil and Structural Engineering

1. Farhad Aslani
2. R. A. Abu Al-Rub
3. Masoud K. Darabi
4. P. Roca
5. José Fernando Sima
6. Dallas N. Little
7. C. Molins
8. Raha Jowkarmeimandi

Citations in the corpus

• Cyclic constitutive model for concrete (2008, methodology): “However, some authors (Okamura and Maekawa [35], 46 Hordijk [36] or Palermo and Vecchio [9]) have provided an 47 accurate approximation of the complete unloading–reloading 48 cycle in tension.”
• Stress–strain model for concrete under cyclic loading (2012, methodology): “…in the literature by, for example, Sinha et al. (1964), Karsan and Jirsa (1969), Buyukozturk and Tesng (1984), Yankelevsky and Reinhardt (1987a), Chang and Mander (1994), Bahn and Hsu (1998), Elmorsi et al. (1998), Palermo and Vecchio (2003), Mansour and Hsu (2005) and Sima et al. (2008).”
• A continuum damage mechanics framework for modeling micro-damage healing (2012, background): “1) is nonlinear (e.g. Sinha et al., 1964; Karsan and Jirsa, 1969; Ortiz, 1985; Bari and Hassan, 2000; Mirmiran et al., 2000; Eggeler et al., 2004; Palermo and Vecchio, 2004; Sima et al., 2008).”