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| # Paper roadmap: learned constitutive memory with controlled generalization | |
| ## Recommended first paper | |
| **Working title:** *A verified benchmark for history-dependent neural | |
| constitutive modeling under in-distribution and out-of-distribution loading* | |
| The central question should be: **when a learned constitutive surrogate is | |
| accurate on held-out trajectories, does it also preserve material memory and | |
| physical admissibility under new parameters, new loading paths, new temporal | |
| resolution and structural deployment?** | |
| This is stronger than a simple “GRU outperforms MLP” result. The current v1 | |
| dataset already establishes the need for history. The paper should investigate | |
| which representations and models generalize reliably, where they fail and how | |
| physics-based checks alter the conclusion. | |
| ## Evidence already available | |
| - A deterministic, balanced, quality-gated 1,008-trajectory benchmark. | |
| - J2 linear-isotropic and Chaboche combined-hardening labels. | |
| - Six proportional loading families and leakage-safe trajectory splits. | |
| - Analytical J2 checks, yield-surface residuals and 121-to-241-state audits. | |
| - Pointwise MLP control: 244.54 MPa RMSE and 0.4316 test R2. | |
| - History-aware GRU baseline: 16.52 MPa RMSE and 0.9974 test R2. | |
| - Complete generation, reading, training and testing code. | |
| ## Required additions before journal submission | |
| ### A. True multiaxial non-proportional extension | |
| Add tensor loading paths whose deviatoric direction changes with time, for | |
| example tension-shear phase shifts, rotating principal strain directions, | |
| piecewise changes of loading direction and mixed axial/shear reversals. Keep | |
| proportional v1 untouched and publish this as a versioned extension. | |
| Minimum evidence: | |
| - tensor-valued strain and stress histories; | |
| - full backstress tensors and internal variables; | |
| - independent verification on selected paths; | |
| - time-step refinement and failure-ledger reporting; | |
| - balanced path and parameter coverage. | |
| ### B. Generalization splits that answer scientific questions | |
| Evaluate at least four protocols: | |
| 1. **ID trajectory split:** current leakage-safe v1 split. | |
| 2. **Path OOD:** withhold complete loading families during training. | |
| 3. **Parameter OOD:** withhold bounded parameter regions, including controlled | |
| interpolation and extrapolation tests. | |
| 4. **Resolution OOD:** train at one temporal discretization and test at finer, | |
| coarser and irregular sampling. | |
| For multiaxial data, add a direction-change or phase-angle OOD protocol. Freeze | |
| all splits before final model comparison. | |
| ### C. Model comparison and ablation | |
| Use compact, reproducible models rather than an indiscriminate architecture | |
| survey: | |
| - history-blind pointwise MLP control; | |
| - incremental state MLP with explicitly supplied internal state; | |
| - GRU and LSTM; | |
| - one causal transformer, temporal convolution or state-space model; | |
| - one physics-regularized variant of the strongest compact model. | |
| Ablate material parameters, history length, internal-state supervision, | |
| physical penalties and training-set size. Match parameter counts or report them | |
| clearly. Include training and inference cost. | |
| ### D. Physics-aware evaluation | |
| Report conventional stress errors together with: | |
| - peak and reversal stress error; | |
| - yield-onset error; | |
| - hysteresis-loop area error; | |
| - ratcheting or mean-stress evolution error where applicable; | |
| - yield-surface residual; | |
| - plastic incompressibility error; | |
| - nondecreasing equivalent-plastic-strain violations; | |
| - long-rollout drift and stability; | |
| - uncertainty or failure detection outside the training domain. | |
| Do not label raw stress work as thermodynamic dissipation until recoverable | |
| backstress energy is represented consistently. | |
| ### E. Structural finite-element deployment | |
| Embed the selected learned material update in at least one small structural | |
| problem, such as a cyclically loaded coupon and a notched coupon. Compare with | |
| the native AgentFEM constitutive update for: | |
| - force-displacement loops; | |
| - local stress and plastic-strain histories; | |
| - convergence and stability; | |
| - accumulated error over cycles; | |
| - wall-clock time and speed-up. | |
| This step demonstrates that a material-point score transfers—or does not | |
| transfer—to a finite-element simulation. | |
| ### F. Reproducible release | |
| Publish the added data, frozen splits, training configurations, seeds, model | |
| weights, evaluation scripts, environment files and selected FE cases. Include | |
| an independent download-and-run audit in a clean environment. | |
| ## Suggested paper figures | |
| 1. Dataset and quality-control workflow. | |
| 2. Proportional and non-proportional loading-path atlas. | |
| 3. Representative reference and predicted hysteresis loops. | |
| 4. ID versus path/parameter/resolution OOD performance. | |
| 5. Physics-violation comparison across models. | |
| 6. Data-size and model-ablation curves. | |
| 7. Structural coupon force-displacement and local-field comparison. | |
| 8. Accuracy-cost-stability trade-off. | |
| ## Publication assessment | |
| The current v1 release alone supports a useful dataset or benchmark note. If | |
| sections A–F are completed rigorously, the work can support a substantive | |
| computational mechanics or scientific-machine-learning article. A strong | |
| specialist journal is realistic. A top-tier mechanics journal would additionally | |
| require a clear methodological advance—such as a materially superior | |
| physics-consistent state representation—not only more trajectories and model | |
| comparisons. | |