A plasticity and anisotropic damage model for plain concrete

By U. Cicekli, George Z. Voyiadjis, R. A. Abu Al-Rub. 2007

341 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/1a8e6824337881e75d19f904b5ac01dff704c940

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. Eyad Masad
2. Y. Tao
3. R. A. Abu Al-Rub
4. Sun-Myung Kim
5. Dallas N. Little
6. Jan Cervenka
7. Masoud K. Darabi
8. Jian fei Chen

In Mechanics of Materials

1. Sun-Myung Kim
2. R. A. Abu Al-Rub
3. Eyad Masad
4. Dallas N. Little
5. Masoud K. Darabi
6. S. Swaddiwudhipong
7. Jian fei Chen
8. Leong Hien Poh

Citations in the corpus

• A thermo-viscoelastic-viscoplastic-viscodamage constitutive model for asphaltic materials (2011, methodology): “(2007), Saadeh and Masad (2010) and Huang et al. (in press) coupled the nonlinear viscoelasticity model of Schapery and Perzyna’s viscoplasticity model to simulate more accurately the nonlinear mechanical response of HMA at high stress levels and high temperatures. However, the changes in the materi”
• Over-nonlocal gradient enhanced plastic-damage model for concrete (2009, background): “Anisotropic damage models provide good representations of microcrack evolutions since concrete responses are different under tension and compression respectively (e.g. Chaboche et al., 1995; Cicekli et al., 2007; Voyiadjis et al., 2008).”
• Three dimensional combined fracture-plastic material model for concrete (2008, background): “…Simo and Ju, 1987; Meschke et al., 1988; Bielger and Mehrabadi, 1995; Lee and Fenves, 1998; or more recent works by Grassl and Jirásek (2006), Mohamad-Hussein and Shao (2007), Contrafatto and Cuomo (2006), Jason et al. (2006), Cicekli et al. (2007) and Chiarelli et al. (2003) for rock material).”
• Concrete Damage Plasticity Model for Modeling FRP-to-Concrete Bond Behavior (2015, background): “These lead to the reduction of the strength and stiffness of concrete (Cicekli et al., 2007; Grassl and Jirásek, 2006; Lubliner et al., 1989).”
• Meso-scale computational modeling of the plastic-damage response of cementitious composites (2011, methodology): “[12] the damaged stiffness varies nonlinearly with the damage density.”