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Structural analysis solvers tailored for semi-analytical models

• Linear statics: [K]{u} = {f}
• Eigensolver for Linear buckling: ([K] + lambda[KG]){u} = 0
• Eigensolver for dynamics: ([K] + lambda^2[M]){u} = 0
• Nonlinear statics using Newton-Raphson
• Nonlinear statics using the Arc-Length method
• Support for unsymmetric problems, such as those involving follower forces

Currently these solvers are pretty much compatible with my other repositories panels, buckling.

Citing this library

Saullo G. P. Castro (2026). Structural analysis solvers tailored for semi-analytical models (Version 0.5.2). Zenodo. DOI: https://doi.org/10.5281/zenodo.2581212.

Documentation

The documentation is available on: https://saullocastro.github.io/structsolve.

History

See CHANGELOG.md for the details of each version.

• version 0.5.2 (2026-10-02)
  • Configuration-dependent loads, e.g. follower pressures: the load factor is passed to the callables that accept inc, and the arc-length methods use the load vector of the current configuration
  • Unsymmetric matrices in lb (automatic detection), freq (residual check, optional symmetric solvers, kinetic criterion) and solve
  • Linear static analysis with configuration-dependent loads in Analysis.static(NLgeom=False)
• version 0.4.3 (2026-09-17)
  • Fixed the eigenvalue shift of the sparse solver of lb, which could return buckling loads higher than the critical ones
  • Fixed wrong buckling loads of the sparse solver of lb when SciPy is linked against Intel MKL 2024.2.0 to 2025.0.0 (e.g. Anaconda on Windows), whose dsteqr routine breaks ARPACK
  • lb condenses out the dofs where KG is null and solves small condensed problems with a dense solver
  • lb verifies the eigenpairs of the sparse solver, raising an error instead of returning wrong results
  • The sparse solver of lb returns the load multipliers sorted as the dense solver
  • Newton-Raphson with full Newton iterations and a relative convergence criterion by default, reaching quadratic convergence with exact tangent stiffness matrices
  • Fixed the load-factor bookkeeping of Newton-Raphson, which could finish before reaching the full load
  • Arc-length methods (Riks and Crisfield) rewritten, able to trace limit points, snap-through and snap-back until a load factor of exactly 1.0
  • Sphinx documentation
• version 0.3.1 (2026-04-09)
  • Robust estimation of the eigenvalue shift for singular matrices in freq and lb, and new skip_null_cols argument
  • Python 3.14 support
  • Estimation of the eigenvalue shift in freq and lb
  • Packaging with pyproject.toml, GitHub Actions and a test suite
• version 0.2.2 (2019-03-02)
  • Release of 0.2.1 with an updated distribution
  • Fixed the dense solver of freq
  • freq returns the eigenvalues lambda**2 instead of the natural frequencies
• version 0.1.0 (2018-06-23)
  • First release, with the solvers from compmech

License

Distributed in the 3-Clause BSD license (https://raw.github.com/saullocastro/structsolve/master/LICENSE).

Contact: S.G.P.Castro@tudelft.nl