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Browse files- README.md +121 -0
- config.json +20 -0
- model.safetensors +3 -0
- training_state.json +5 -0
README.md
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---
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license: cc-by-4.0
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language:
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- pt
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tags:
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- monotropic-model
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- small-language-model
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- structural-engineering
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- timoshenko-beam-theory
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- curriculum-learning
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- validated-synthetic-data
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- physics-informed-ai
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- mlx
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- apple-silicon
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pipeline_tag: text-generation
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library_name: mlx
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---
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# Mini-Enedina: A Domain-Specialized Small Language Model for Structural Shaft Analysis
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**Mini-Enedina** is a monotropic language model -- deliberately small and intensively specialized -- with 37.5 million parameters, designed exclusively for structural shaft analysis according to Timoshenko beam theory.
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## Model Details
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| Parameter | Value |
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|-----------|-------|
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| **Parameters** | 37.57M |
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| **Layers** | 7 |
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| **Attention Heads** | 8 |
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| **Model Dimension** | 512 |
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| **Feed-Forward Dimension** | 2048 |
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| **Vocabulary Size** | 8,012 (8,000 BPE + 12 Harmony tokens) |
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| **Max Sequence Length** | 14,336 tokens |
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| **Positional Encoding** | RoPE |
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| **Normalization** | RMSNorm (pre-norm) |
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| **Activation** | SiLU (SwiGLU) |
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| **Framework** | MLX (Apple Silicon) |
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| **Precision** | BFloat16 |
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| **Model Size** | 143 MB |
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## Training
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- **Dataset:** 60,000 physically validated samples (621M tokens) of Timoshenko shaft analysis problems
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- **Training Strategy:** Multidimensional curriculum learning with 4 phases (Foundation, Intermediate, Advanced, Full)
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- **Three Analysis Levels:**
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- **Bachelor:** Deflection analysis (V, M, w, theta)
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- **Master:** + Von Mises stress analysis
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- **Doctor:** + Fatigue evaluation (Marin factors, Goodman criterion)
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- **Hardware:** Apple M4 Pro, 48 GB unified memory
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- **Training Time:** ~23 hours (14,920 steps)
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- **Optimizer:** AdamW (lr=3e-4, cosine schedule with warmup)
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## Evaluation Results (6,000 held-out test samples)
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| Metric | Overall | Bachelor | Master | Doctor |
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|--------|---------|----------|--------|--------|
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| **Loss** | 0.0787 | 0.0733 | 0.0804 | 0.0825 |
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| **Perplexity** | 1.08 | 1.08 | 1.08 | 1.09 |
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| **Correct Stop Token** | 94% | 97% | 100% | 85% |
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| **Valid Harmony Structure** | 100% | 100% | 100% | 100% |
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## Output Format: Harmony-Enedina
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The model generates structured responses using the Harmony-Enedina format with two channels:
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1. **Analysis Channel:** Chain-of-thought reasoning, problem classification, and qualitative analysis
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2. **Final Channel:** Complete Python solver code with numerical grounding, quantitative results, and validation summary
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Domain-specific tokens (`<|shaft|>`, `<|python|>`, `<|numerical|>`, `<|latex|>`) demarcate semantic boundaries within the output.
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## Inference Configuration
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The model was trained **without** sliding window attention, repetition penalty, or n-gram blocking. These techniques must remain **disabled** during inference:
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```python
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# CORRECT configuration (BASELINE)
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use_sliding_window = False
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repetition_penalty = 1.0
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no_repeat_ngram_size = 0
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temperature = 0.0 # greedy decoding
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```
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Enabling these techniques degrades performance from 94% to 8% correct stop tokens.
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## Intended Use
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Mini-Enedina is designed for:
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- Structural shaft analysis according to Timoshenko beam theory
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- Engineering education and design iteration
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- Generating complete, executable Python solver code
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- Deployment on consumer hardware (edge, air-gapped environments)
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**Important:** Model outputs should always be verified against independent calculations for safety-critical applications.
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## Limitations
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- Handles exclusively shaft analysis according to Timoshenko theory
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- Training language is Brazilian Portuguese
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- Numerical accuracy is limited by tokenization granularity
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- May struggle with support conditions or load combinations not represented in training
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## Citation
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If you use this model, please cite:
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```bibtex
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@article{leitaofilho2026minienedina,
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title={Mini-Enedina: A Domain-Specialized Small Language Model for Structural Shaft Analysis Using Timoshenko Beam Theory},
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author={Leit{\~a}o Filho, Antonio de Sousa and Barros Filho, Allan Kardec Duailibe and Lima, Fabr{\'i}cio Saul and Santos, Selby Mykael Lima dos and Sousa, Rejani Bandeira Vieira},
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year={2026}
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}
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```
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## Acknowledgments
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This work was supported by Aia Context Ltda. and by FINEP -- Funding Authority for Studies and Projects, a Brazilian government agency for science, technology, and innovation linked to the Ministry of Science, Technology and Innovation (MCTI), under Contract No. 03.25.0080.00.
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## License
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CC-BY-4.0
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config.json
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{
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"model_type": "mini-enedina",
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"architectures": ["MiniEnedina"],
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"dim": 512,
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"n_layers": 7,
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"n_heads": 8,
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"head_dim": 64,
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"intermediate_size": 2048,
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"vocab_size": 8012,
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"max_seq_len": 14336,
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"norm_eps": 1e-5,
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"rope_theta": 10000.0,
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"normalization": "rmsnorm",
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"activation": "silu_swiglu",
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"positional_encoding": "rope",
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"weight_tying": true,
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"total_parameters": 37570000,
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"framework": "mlx",
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"torch_dtype": "bfloat16"
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}
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model.safetensors
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version https://git-lfs.github.com/spec/v1
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oid sha256:ef3b9e0cd0821fb69a2a9cb5efe5a9b2b7ab717587258d07941f55f867c5468b
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size 150295004
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training_state.json
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{
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"step": 14000,
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"best_val_loss": 0.07652725413288604,
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"phase_idx": 3
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}
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