FeResPost Web Site                     FeResPost Online User Manual

[next] [prev] [prev-tail] [tail] [up]

Chapter II.4
The “ClaLam” class

The “ClaLam” class is used to store lay-ups and calculate laminate mechanical properties and load responses. They are characterized by the lay-up they define.

Table II.4.1 gives the list of methods defined in “ClaLam” class.

Table II.4.1: The different methods that have been defined in “ClaLam” class. Methods marked with “(s)” are singleton methods.
(FeResPost list of classes is given in Table 1 page 27.)
Method Name DescriptionExample
Creation and initialization methods
new (s) II.4.2 IV.3.2
initialize II.4.2
clone II.4.13
Class methods
setMuxMuy II.4.1
getMuxMuy II.4.1
setOopsApproach II.4.1
getOopsApproach II.4.1
Manipulations of the laminate plies
clearPlies II.4.4
addPly II.4.4 IV.3.2
setNbrPlies II.4.4
setPly II.4.4
getNbrPlies II.4.4
getPlyData II.4.4
Other laminate data
clearAllowables II.4.5
insertAllowables II.4.5 IV.3.6
fillAllowables II.4.5
getDataAllowables II.4.5
setRefT II.4.5
getRefT II.4.5
setRefH II.4.5
getRefH II.4.5
setLaminateIlss II.4.5 IV.3.4.3
setAllPliesIlss II.4.5 IV.3.4.3
Laminate properties
calcLaminateProperties II.4.6 IV.3.3
get_thickness II.4.6
get_surfacicMass II.4.6
get_averageDensity II.4.6
get_ABBD II.4.6 IV.3.2
get_G II.4.6 IV.3.5
get_alfaEh1 II.4.6 IV.3.2
get_alfaEh2 II.4.6
get_alfaEh3 II.4.6
get_alfaGh1 II.4.6
get_alfaGh2 II.4.6
get_betaEh1 II.4.6
get_betaEh2 II.4.6
get_betaEh3 II.4.6
get_betaGh1 II.4.6
get_betaGh2 II.4.6
get_abbd_complMat II.4.6
get_g_complMat II.4.6
get_alfae0 II.4.6
get_alfae1 II.4.6
get_alfak0 II.4.6
get_alfak1 II.4.6
get_alfas0 II.4.6
get_alfas1 II.4.6
get_betae0 II.4.6
get_betae1 II.4.6
get_betak0 II.4.6
get_betak1 II.4.6
get_betas0 II.4.6
get_betas1 II.4.6
get_engineering II.4.6 IV.3.4.1
get_LambdaT II.4.6 IV.3.3
get_R33T II.4.6 IV.3.3
get_RhoCpH II.4.6 IV.3.3
get_LambdaH II.4.6
get_R33H II.4.6
Laminate load response
calcResponse II.4.7.1IV.3.4.2
isThermalLoadingDefined II.4.7.2
getDeltaT II.4.7.2IV.3.4.1
getT0 II.4.7.2
getGradT II.4.7.2
isMoistureLoadingDefined II.4.7.2
getDeltaH II.4.7.2
getH0 II.4.7.2
getGradH II.4.7.2
isMechanicalLoadingDefined II.4.7.2
getNormalForces II.4.7.2IV.3.4.1
getMoments II.4.7.2IV.3.4.1
getShearForces II.4.7.2IV.3.4.1
getNormalStrains II.4.7.2IV.3.4.1
getCurvatures II.4.7.2IV.3.4.1
getShearStrains II.4.7.2IV.3.4.1
getAverageInPlaneStresses II.4.7.2IV.3.4.1
getFlexuralStresses II.4.7.2IV.3.4.1
getAverageShearStresses II.4.7.2IV.3.4.1
getAverageInPlaneStrains II.4.7.2IV.3.4.1
getFlexuralStrains II.4.7.2IV.3.4.1
getAverageShearStrains II.4.7.2IV.3.4.1
getPliesStrains II.4.7.3IV.3.4.1
getPliesStresses II.4.7.3IV.3.4.1
getPliesMechanicalStrains II.4.7.3IV.3.4.1
getPliesStrainsWrtLamAxes II.4.7.3
getPliesStressesWrtLamAxes II.4.7.3
getPliesMechanicalStrainsWrtLamAxesII.4.7.3
getPliesT II.4.7.4
getPliesDeltaT II.4.7.4
getPliesH II.4.7.4
getPliesDeltaH II.4.7.4
getDerived II.4.7.5IV.3.4.1
getMaxDerived II.4.7.5
getMinDerived II.4.7.5
getFailureIndices II.4.7.5IV.3.4.1
getMaxFailureIndices II.4.7.5
getMinFailureIndices II.4.7.5
getReserveFactors II.4.7.5IV.3.4.1
getMaxReserveFactors II.4.7.5
getMinReserveFactors II.4.7.5
getStrengthRatios II.4.7.5IV.3.4.1
getMaxStrengthRatios II.4.7.5
getMinStrengthRatios II.4.7.5
calcFiniteElementResponse II.4.8.1
reInitAllPliesAccelMatrices II.4.8.2
calcFiniteElementCriteria II.4.9 IV.3.6
Management of units methods
getUnits II.4.10
setUnits II.4.10
changeUnits II.4.10
Iterators
each_ply II.4.12 IV.3.5
NDF lines
initWithNeutralLines II.4.11
getNeutralLines II.4.11
Attributes
Id II.4.3
II.4.1 Class Methods
II.4.2 Creation of an object
II.4.3 Identifying a laminate
II.4.4 Manipulation of plies
II.4.5 Other data
II.4.6 Laminate properties
II.4.7 Laminate load response for a simple loading
II.4.7.1 Calculation of the load response
II.4.7.2 Laminate internal loads and strains
II.4.7.3 Ply stresses and strains
II.4.7.4 Temperatures and moistures at ply level
II.4.7.5 Other ply results
II.4.8 Laminate finite element load response
II.4.8.1 Calculation of laminate loads, stresses and strains
II.4.8.2 Acceleration
II.4.9 Calculation of criteria from FE stresses or strains
II.4.10 Management of Units
II.4.11 Saving or initializing with NDF lines
II.4.12 One iterator
II.4.13 Other methods

[next] [prev] [prev-tail] [front] [up]

FeResPost Web Site                     FeResPost Online User Manual