.. include:: sub.txt ================== ConcreteCM ================== .. function:: uniaxialMaterial('ConcreteCM', matTag, fpcc, epcc, Ec, rc, xcrn, ft, et, rt, xcrp, mon, '-GapClose', GapClose=0) :noindex: This command is used to construct a uniaxialMaterial ConcreteCM (Kolozvari et al., 2015), which is a uniaxial hysteretic constitutive model for concrete developed by Chang and Mander (1994). =================================== =========================================================================== ``matTag`` |int| integer tag identifying material ``fpcc`` |float| Compressive strength (:math:`f'_c`) ``epcc`` |float| Strain at compressive strength (:math:`\epsilon'_c`) ``Ec`` |float| Initial tangent modulus (:math:`E_c`) ``rc`` |float| Shape parameter in Tsai's equation defined for compression (:math:`r_c`) ``xcrn`` |float| Non-dimensional critical strain on compression envelope (:math:`\epsilon^{-}_{cr}`, where the envelope curve starts following a straight line) ``ft`` |float| Tensile strength (:math:`f_t`) ``et`` |float| Strain at tensile strength (:math:`\epsilon_t`) ``rt`` |float| Shape parameter in Tsai's equation defined for tension (:math:`r_t`) ``xcrp`` |float| Non-dimensional critical strain on tension envelope (:math:`\epsilon^{+}_{cr}`, where the envelope curve starts following a straight line - large value [e.g., 10000] recommended when tension stiffening is considered) ``mon`` optional, monotonic stress-strain relationship only: mon=1 (invoked in FSAM only), mon=0 (no impact since monotonic) ``'-GapClose'`` |str| optional, denote next parameter is ``GapClose`` ``GapClose`` |float| optional, GapClose = 0, less gradual gap closure (default); GapClose = 1, more gradual gap closure =================================== =========================================================================== .. seealso:: `Notes `_