Concrete in compression: a plasticity theory with a novel hardening law

By P. Grassl, K. Lundgren, K. Gylltoft. 2002

203 citations recorded by the source corpus.

Subfields: Building and Construction, Civil and Structural Engineering, Materials Chemistry

View Paper: https://www.semanticscholar.org/paper/4d92bb43c24e53428ad272f4512b9cb5f7f44feb

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In Building and Construction

In Civil and Structural Engineering

In Materials Chemistry

Citations in the corpus

Computational applications of a coupled plasticity-damage constitutive model for simulating plain concrete fracture (2010, unknown): “[7,10,11,19,21,22,26,38,52,57,58,66,74,80]).”
Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. II: Calibration and validation (2011, unknown): “LDPM’s modeling capability under biaxial loading, although impressive, is not unique because in the literature, there are other models [13, 10] that can perform as well as LDPM under these loading conditions.”
CDPM2: A damage-plasticity approach to modelling the failure of concrete (2013, background): “…stage of hardening to the strength envelope of concrete (Leon, 1935; Etse and Willam, 1994; Willam and Warnke, 1974; Pramono and Willam, 1989; Men´etrey and Willam, 1995; Pivonka, 2001; Grassl et al., 2002; Papanikolaou and Kap-pos, 2007; ˇCervenka and Papanikolaou, 2008; Folino and Etse, 2012).”
A plasticity and anisotropic damage model for plain concrete (2007, unknown): “There are many researchers who have used plasticity alone to characterize the concrete behavior (e.g. Chen and Chen, 1975; William and Warnke, 1975; Bazant, 1978; Dragon and Mroz, 1979; Schreyer, 1983; Chen and Buyukozturk, 1985; Onate et al., 1988; Voyiadjis and Abu-Lebdeh, 1994; Karabinis and Kiou”
Identification of material parameters for Drucker-Prager plasticity model for FRP confined circular concrete columns (2012, background): “However, it is inconsistent with the observation that the slope of plastic potential function should vary with the increasing lateral stress (Grassl et al., 2002; Han and Chen, 1985; Imran and Pantazopoulou, 2001; Papanikolaou and Kappos, 2007; Smith et al., 1989).”
Three dimensional combined fracture-plastic material model for concrete (2008, background): “In the current model, this parameter identifies with the volumetric plastic strain (Grassl et al., 2002): dj ¼ depv ¼ de p 1 þ de p 2 þ de p 3 ð28Þ The instantaneous shape and location of the loading surface during hardening is defined by a hardening function (k), which depends on the…”
Mathematical micromodeling of infilled frames: State of the art (2013, background): “Over the years, a large number of constitutive models describing the behavior of structural concrete have been proposed, the analytical formulation ofwhichhasbeenbasedon:plasticity [41,91,83,180], viscoplasticity [36,81,25], continuumdamagemechanics [38,88], or a combination of these theories [73,40”
An elastic plastic damage formulation for concrete: Application to elementary tests and comparison with an isotropic damage model (2006, background): “In plasticity models, softening is directly included in the expression of a plastic yield surface by means of a hardening–softening function generally [14,5,30].”