/// <summary>
/// Analyses the stiffness matrix for warnings.
/// </summary>
/// <param name="mtx">The MTX.</param>
/// <param name="map">The map.</param>
/// <param name="currentCase">The current load case which error is with it.</param>
/// <remarks>
/// Only searches for zero elements on matrix diagonal
/// </remarks>
private void AnalyseStiffnessMatrixForWarnings(ZoneDevidedMatrix mtx, DofMappingManager map,
LoadCase currentCase)
{
var cs = mtx.ReleasedReleasedPart;
var n = cs.ColumnCount;
var t = new bool[n]; //true if i'th diagonal member nonzero, false if diagonal member zero!
for (var i = 0; i < n; i++)
{
var st = cs.ColumnPointers[i];
var en = cs.ColumnPointers[i + 1];
var col = i;
for (var j = st; j < en; j++)
{
var row = cs.RowIndices[j];
//var val = cs.Values[j];
if (row == col)
{
t[row] = true;
}
}
}
for (var i = 0; i < n; i++)
{
if (t[i])
{
continue;
}
var globalDofNum = map.RMap1[map.RMap2[i]];
var nodeNum = globalDofNum / 6;
var dof = (DoF)(globalDofNum % 6);
var rec = TraceRecords.GetRecord(30000, parent.Nodes[nodeNum].Label);
rec.TargetIdentifier = string.Format(
"{0} DoF on node #{1} for load case with [name = '{2}'] and [nature = {3}]", dof, nodeNum,
currentCase.CaseName, currentCase.LoadType);
parent.Trace.Write(rec);
}
}
/// <summary>
/// Checks the model for warnings.
/// </summary>
/// <param name="model">The model.</param>
public void CheckModel(Model model)
{
for (var i = 0; i < model.Elements.Count; i++)
{
var elementIdentifier = string.Format("{0}'th element in Model.Elements", i);
if (model.Elements[i] is FrameElement2Node)
{
var elm = model.Elements[i] as FrameElement2Node;
if (elm.Label != null)
{
elementIdentifier = elm.Label;
}
//10000
if (elm.Geometry != null && elm.UseOverridedProperties)
{
var rec = TraceRecords.GetRecord(10000, elementIdentifier);
model.Trace.Write(rec);
}
//10010
if (elm.Geometry == null && (elm.A == 0 || elm.Iy == 0 || elm.Iz == 0))
{
var rec = TraceRecords.GetRecord(10010, elementIdentifier);
model.Trace.Write(rec);
}
//10020
if (elm.ConsiderShearDeformation && elm.Geometry == null && (elm.Ay == 0 || elm.Az == 0))
{
var rec = TraceRecords.GetRecord(10020, elementIdentifier);
model.Trace.Write(rec);
}
//10100
if (elm.G == 0 || elm.E == 0)
{
var rec = TraceRecords.GetRecord(10100, elementIdentifier);
model.Trace.Write(rec);
}
}
if (model.Elements[i] is TrussElement2Node)
{
var elm = model.Elements[i] as TrussElement2Node;
if (elm.Label != null)
{
elementIdentifier = elm.Label;
}
//10000
if (elm.Geometry != null && elm.UseOverridedProperties)
{
var rec = TraceRecords.GetRecord(10000, elementIdentifier);
model.Trace.Write(rec);
}
//10010
if (elm.Geometry == null && (elm.A == 0))
{
var rec = TraceRecords.GetRecord(10010, elementIdentifier);
model.Trace.Write(rec);
}
//10100
if (elm.E == 0)
{
var rec = TraceRecords.GetRecord(10100, elementIdentifier);
model.Trace.Write(rec);
}
}
}
}