mendokusai 1.2.1

A finite-element solver for bridges and structures

mendokusai

A fast finite-element solver for bridges and structures — in a few lines of Python.

DISCLAIMER — hobby project; no warranty, no liability. mendokusai is a personal, experimental hobby project, provided free and as is, with no warranty and no liability or responsibility of any kind. It is not certified or validated engineering software and must not be used for real structural design, construction, or any safety-critical decision — always have results independently verified by a qualified, licensed engineer. Use entirely at your own risk.

mendokusai lets you build a structural model and run a full finite-element analysis straight from Python — statics, traffic loads, prestressing, construction phasing, dynamics, buckling, nonlinear analysis, cables, thin-walled sections, seismic, and fire. Install it with pip, import mendokusai, and go. Results are deterministic and reproducible run to run.

Installation

pip install mendokusai

Prebuilt for Windows, macOS, and Linux (Python 3.9+). Nothing to compile and no extra tools — just pip install.

Quickstart

import mendokusai

m = mendokusai.Model(option="spatiale")
mat = m.add_material(E=210e9, nu=0.3, rho=7850.0)                 # steel
sec = m.add_section(sx=5e-3, iy=8e-5, iz=8e-5, ix=1e-6, ipol=1.6e-4)

n1 = m.add_node(0.0, 0.0, 0.0)
n2 = m.add_node(2.0, 0.0, 0.0)
m.add_bar(n1, n2, section=sec, material=mat, beta=0.0)
m.support(n1, dofs="dx dy dz rx ry rz")                          # fully fixed end

lc = m.load_case("tip load")
lc.nodal_force(n2, fz=-1000.0)

res = m.solve()
print(res.node_disp(n2, "dz"))      # cantilever tip deflection

What it can do

• Statics — 3D/2D frames; end releases, rigid offsets, eccentricities.
• Supports & soil — rigid/elastic and lift-off (unilateral) supports; elastic (Winkler) foundations.
• Traffic — influence lines & surfaces; Eurocode EN 1991-2 (LM1–LM4), railway models, Fascicule-61; multi-lane / Courbon transverse distribution.
• Prestressing & cables — tendons with friction, anchorage-set and relaxation losses; exact-catenary cable elements with form-finding and tension tuning.
• Construction phasing — staged activation, jacking, hinge placement, grouting; time-dependent creep & shrinkage.
• Dynamics — modal analysis, buckling, time-history (Newmark / HHT), response spectrum, seismic isolation.
• Nonlinear — large-displacement (P-Δ / corotational) and material (fiber plasticity).
• Sections — thin-walled (torsion / shear / warping) and fiber sections.
• Fire — thermal transient + structural response.
• Results — query forces and displacements in Python; export to ParaView (VTU / XDMF) or JSON.

License

mendokusai is free for non-commercial use under the PolyForm Noncommercial 1.0.0 license (personal, research, academic, and non-profit use). Commercial use requires a separate license — please contact [e-mail].

Copyright (c) 2026 Pavlishenku.