本文整理汇总了C++中FloatArray::changeComponentOrder方法的典型用法代码示例。如果您正苦于以下问题：C++ FloatArray::changeComponentOrder方法的具体用法？C++ FloatArray::changeComponentOrder怎么用？C++ FloatArray::changeComponentOrder使用的例子？那么, 这里精选的方法代码示例或许可以为您提供帮助。您也可以进一步了解该方法所在类FloatArray的用法示例。
在下文中一共展示了FloatArray::changeComponentOrder方法的1个代码示例，这些例子默认根据受欢迎程度排序。您可以为喜欢或者感觉有用的代码点赞，您的评价将有助于系统推荐出更棒的C++代码示例。
示例1: stress
//.........这里部分代码省略.........
* element; it is half of the same typical length for a second-order element. For beams and trusses it is a
* characteristic length along the element axis. For membranes and shells it is a characteristic length in
* the reference surface. For axisymmetric elements it is a characteristic length in the
* plane only.
* For cohesive elements it is equal to the constitutive thickness.*/
double celent = 0.0; /// @todo Include the characteristic element length
/* Array containing the deformation gradient at the beginning of the increment. See the discussion
* regarding the availability of the deformation gradient for various element types. */
FloatMatrix dfgrd0(3, 3);
/* Array containing the deformation gradient at the end of the increment. The components of this array
* are set to zero if nonlinear geometric effects are not included in the step definition associated with
* this increment. See the discussion regarding the availability of the deformation gradient for various
* element types. */
FloatMatrix dfgrd1(3, 3);
dfgrd0.beMatrixForm( ms->giveFVector() );
dfgrd1.beMatrixForm(vF);
int noel = gp->giveElement()->giveNumber(); // Element number.
int npt = 0; // Integration point number.
// We intentionally ignore the layer number since that is handled by the layered cross-section in OOFEM.
int layer = 0; // Layer number (for composite shells and layered solids)..
int kspt = 0; // Section point number within the current layer.
int kstep = tStep->giveMetaStepNumber(); // Step number.
int kinc = 0; // Increment number.
///@todo No idea about these parameters
double predef;
double dpred;
// Change to Abaqus's component order
stress.changeComponentOrder();
strain.changeComponentOrder();
strainIncrement.changeComponentOrder();
OOFEM_LOG_DEBUG("AbaqusUserMaterial :: giveRealStressVector - Calling subroutine");
this->umat(stress.givePointer(), // STRESS
state.givePointer(), // STATEV
jacobian.givePointer(), // DDSDDE
& sse, // SSE
& spd, // SPD
& scd, // SCD
& rpl, // RPL
ddsddt.givePointer(), // DDSDDT
drplde.givePointer(), // DRPLDE
& drpldt, // DRPLDT
strain.givePointer(), // STRAN
strainIncrement.givePointer(), // DSTRAN
time, // TIME
& dtime, // DTIME
& temp, // TEMP
& dtemp, // DTEMP
& predef, // PREDEF
& dpred, // DPRED
this->cmname, // CMNAME
& ndi, // NDI
& nshr, // NSHR
& ntens, // NTENS
& numState, // NSTATV
properties.givePointer(), // PROPS
& numProperties, // NPROPS
coords.givePointer(), // COORDS
drot.givePointer(), // DROT
& pnewdt, // PNEWDT