public void DGExample5_1ReturnsWarpingStressAtMidspan()
{
SetAiscDG9Example5_1Parameters();
z = 0.5 * L;
TorsionalFunctionFactory tf = new TorsionalFunctionFactory();
ITorsionalFunction function = tf.GetTorsionalFunction(TorsionalFunctionCase.Case3, E, G, J, L, z, T_u, C_w, t, alpha);
double theta_2der = function.Get_theta_2();
SectionStressAnalysis st = new SectionStressAnalysis();
double sigma = st.GetNormalStressDueToWarpingOpenSection(E, W_no, theta_2der);
double refValue = 28.0;
double actualTolerance = EvaluateActualTolerance(sigma, refValue);
Assert.LessOrEqual(actualTolerance, tolerance);
}
public static Dictionary<string, object> ShearStressDueToWarping(double E, double S_ws,double t_el, double theta_3der)
{
//Default values
double tau_w = 0;
//Calculation logic:
SectionStressAnalysis analysis = new SectionStressAnalysis();
tau_w = analysis.GetShearStressDueToWarpingOpenSecton(E, S_ws, t_el, theta_3der);
return new Dictionary<string, object>
{
{ "tau_w", tau_w }
};
}
public static Dictionary<string, object> NormalStressDueToAxialLoad(double P,double A)
{
//Default values
double sigma_a = 0;
//Calculation logic:
SectionStressAnalysis analysis = new SectionStressAnalysis();
sigma_a = analysis.GetNormalStressDueToAxialLoad(P, A);
return new Dictionary<string, object>
{
{ "sigma_a", sigma_a }
};
}
public static Dictionary<string, object> NormalStressDueToWarping(double E, double W_ns,double theta_2der)
{
//Default values
double sigma_ws = 0;
//Calculation logic:
SectionStressAnalysis analysis = new SectionStressAnalysis();
sigma_ws = analysis.GetNormalStressDueToWarpingOpenSection(E, W_ns, theta_2der);
return new Dictionary<string, object>
{
{ "sigma_ws", sigma_ws }
};
}
public static Dictionary<string, object> NormalStressDueToBending(double M,double y,double I)
{
//Default values
double sigma_b = 0;
//Calculation logic:
SectionStressAnalysis analysis = new SectionStressAnalysis();
sigma_b = analysis.GetNormalStressDueToBending(M, y, I);
return new Dictionary<string, object>
{
{ "sigma_b", sigma_b }
};
}