Calculix Nonlinear

Use when you must understand or verify a nonlinear finite element static analysis in the CalculiX (ccx) style: solve the equilibrium of a structure whose stiffness depends on its own state, apply Newton-Raphson iteration with load stepping, check convergence against a residual tolerance, and report the convergence verdict. The scalar model is a bar with state-dependent axial stiffness k(u) = k0 * (1 + alpha * u); the solver iterates u_{n+1} = u_n - r(u_n) / kt(u_n) with residual r(u) = k(u)*u - F and tangent stiffness kt = k0 * (1 + 2*alpha*u). Produces the converged displacement, the iteration count, the final residual norm, and the converged or not-converged verdict. Trigger: calculix, ccx, nonlinear fem, newton-raphson, load stepping, convergence tolerance, residual, tangent stiffness, geometric nonlinearity, material nonlinearity.

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