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Subsections

B.5.3 Masonry

For masonry you may choose a model for orthotropic plasticity. See also §2.1.4 for an overview.

Masonry     §5.2
no parameters        



B.5.3.1 Hill

The Hill orthotropic plasticity model is available for masonry [§5.2.1]. When you have indicated the yield criterion iDIANA will ask you to specify appropriate yield stress parameters depending on this criterion and the model type [Table 5.1].

Hill orthotropic plastic YIELD HILL §5.2.1
Yield stress in x-direction $ \sigma_{{\mathrm{y} , xx}}^{}$ YLDSIG sigy §5.2.1
Yield stress in y-direction $ \sigma_{{\mathrm{y} , yy}}^{}$ YLDSIG sigy §5.2.1
Yield shear stress xy $ \sigma_{{\mathrm{y} , xy}}^{}$ YLDSIG sigy §5.2.1
Yield shear stress yz $ \sigma_{{\mathrm{y} , yz}}^{}$ YLDSIG sigy §5.2.1
Yield shear stress zx $ \sigma_{{\mathrm{y} , zx}}^{}$ YLDSIG sigy §5.2.1


Yield stress-princip anisot YLDOPT MATAXI §5.2.1
Yield stress in z-direction $ \sigma_{{\mathrm{y} , zz}}^{}$ YLDSIG sigy §5.2.1


Yield stress-45deg off-axis YLDOPT OFFAXI §5.2.1
Yield stress at 45 degrees $ \sigma_{{\mathrm{y} , 45\text{\textdegree}}}^{}$ YLDSIG sigy §5.2.1



B.5.3.2 Rankine-Hill

The Rankine-Hill orthotropic plasticity model s available for masonry [§5.2.3].

Rankine-Hill anisotropic plast YIELD RANHIL §5.2.3
Tensile strength in x-direct. ft.x YLDVAL ftx §5.2.3
Tensile strength in y-direct. ft.y YLDVAL fty §5.2.3
Alpha shear stress contrib. $ \alpha_{{\tau}}^{}$ YLDVAL alt §5.2.3
Alpha h $ \alpha_{{\mathrm{h}}}^{}$ YLDVAL alh §5.2.3
Compressive strength in x-dir fc.x YLDVAL fcx §5.2.3
Compressive strength in y-dir fc.y YLDVAL fcy §5.2.3
Beta coupling normal stresses $ \beta$ YLDVAL bet §5.2.3
Gamma contrib. shear stress $ \gamma$ YLDVAL gam §5.2.3
Hill fracture energy in x-dir Gfc.x CMPVAL gfcx §5.2.3
Hill fracture energy in y-dir Gfc.y CMPVAL gfcy §5.2.3
Equivalent plastic strain $ \kappa_{{\mathrm{p}}}^{}$ TOPEPS kap §5.2.3
Crack bandwidth h CRACKB h §5.2.3


Crack rate (in)dependence.

For the Rankine-Hill model you must indicate crack rate (in)dependence.

Crack rate independent     §5.2.3
Rankine frac. energy in x-dir Gft.x HARVAL gftx §5.2.3
Rankine frac. energy in y-dir Gft.y HARVAL gfty §5.2.3


Viscous cracking     §5.2.3
Rankine frac. energy in x-dir gft.x HARVAL gftx §5.2.3
Rankine frac. energy in y-dir gft.y HARVAL gfty §5.2.3
Viscosity contribution x-dir. mx CMORAT mx §5.2.3
Viscosity contribution y-dir. my CMORAT my §5.2.3


Wu and Bazant model     §5.2.3
Rankine frac. energy in x-dir gft.x HARVAL gftx §5.2.3
Rankine frac. energy in y-dir gft.y HARVAL gfty §5.2.3
CMO rate parameter k0 k0 REFRAT k0 §5.2.3
CMO rate parameter k1 k1 REFRAT k1 §5.2.3
CMO rate par. dot-kappa-r $ \dot{{\kappa}}_{{\mathrm{r}}}^{}$ REFRAT kapr §5.2.3



next up previous contents index
Next: B.5.4 Composites Up: B.5 Static Nonlinearity Previous: B.5.2 Soil and Rock   Contents   Index
DIANA-9.3 User's Manual - Material Library
First ed.

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