From: Nonlinear analysis of Euler beams resting on a tensionless soil with arbitrary configurations
\((1)\) \(x\in\) \([{0,0.461677498}]\) | \((2)\) \(x\in [0.461677498, 1/2]\) | \(\left(3\right)\) \(x\in [1/{2,1}]\) | |
---|---|---|---|
\({C}_{1}\) | \(-0.001950228\) | \(0\) | \(0\) |
\({C}_{2}\) | \(-0.001547479\) | \(0\) | \(0\) |
\({C}_{3}\) | \({-4.977211027\times 10}^{-5}\) | \(0\) | \(0\) |
\({C}_{4}\) | \(-3.529768133\times {10}^{-4}\) | \(0\) | \(0\) |
\(A\) | \(0\) | \(0\) | \(0\) |
\(B\) | 0 | \(0\) | \(0\) |
\(C\) | 0 | \(0\) | \(0\) |
\(D\) | 0 | \(0\) | \(0\) |
\(E\) | 1 | \(1\) | \(-1\) |
F | 0 | \(-0.053117020\) | \(0.113549646\) |
G | 0 | \(0.017830983\) | \(-0.107169017\) |
H | 0 | \(-0.001310906\) | \(0.040355761\) |
I | 0 | \(1.386093559\times {10}^{-4}\) | \(-0.005069724\) |