--- name: strain-deformation description: > Use when the user asks to apply strain, deformation, lattice distortion, or mechanical loading to a periodic structure (uniaxial, biaxial, hydrostatic, or shear). tags: [structure, strain, deformation, mechanical, elastic] --- # Strain / Deformation ## Overview Applies mechanical strain to periodic structures by deforming the lattice. This is used for: - **Strain engineering**: Tuning electronic structure and catalytic activity - **Elastic property calculations**: Computing elastic tensors from stress-strain curves - **Phase stability**: Testing structural stability under deformation - **Epitaxial strain**: Modeling lattice mismatch in thin films and heterostructures Four strain types are supported: - **Uniaxial**: Stretch/compress along a single axis (a, b, or c) - **Biaxial**: Stretch/compress in the ab-plane simultaneously - **Hydrostatic**: Uniform expansion/compression in all three directions - **Shear**: Off-diagonal deformation (tilting) ## MCP Tool: catgo_structure (via REST /build/strain) Strain is applied through the `/build/strain` endpoint. In the full MCP server, use the `catgo_build_strain` tool. ### Apply Uniaxial Strain Stretch a structure by 2% along the c-axis: ```json POST /build/strain { "structure": { ... }, "strain_type": "uniaxial", "axis": "c", "magnitude": 0.02, "n_steps": 1 } ``` ### Apply Biaxial Strain Stretch in the ab-plane (common for surface/thin-film studies): ```json POST /build/strain { "structure": { ... }, "strain_type": "biaxial", "magnitude": 0.03, "n_steps": 1 } ``` ### Apply Hydrostatic Strain Uniform expansion by 1%: ```json POST /build/strain { "structure": { ... }, "strain_type": "hydrostatic", "magnitude": 0.01, "n_steps": 1 } ``` ### Apply Shear Strain Off-diagonal deformation: ```json POST /build/strain { "structure": { ... }, "strain_type": "shear", "magnitude": 0.02, "n_steps": 1 } ``` ### Generate Multiple Strain Steps Generate a series of strained structures (e.g., for elastic constant calculations). Setting `n_steps > 1` creates structures at evenly spaced magnitudes from `-|magnitude|` to `+|magnitude|`: ```json POST /build/strain { "structure": { ... }, "strain_type": "uniaxial", "axis": "c", "magnitude": 0.05, "n_steps": 11 } ``` This returns 11 structures at -5%, -4%, ..., 0%, ..., +4%, +5% strain. ## Parameters | Parameter | Type | Default | Description | |-----------|------|---------|-------------| | strain_type | string | "uniaxial" | Type: `uniaxial`, `biaxial`, `hydrostatic`, `shear` | | axis | string | "c" | Axis for uniaxial strain: `a`, `b`, or `c` | | magnitude | float | 0.02 | Strain magnitude (fraction, e.g., 0.02 = 2%) | | n_steps | int | 1 | Number of strain steps (1 = single deformation) | | structure | dict | -- | Structure in pymatgen dict format | ## Complete Workflow: Elastic Constants via Stress-Strain ### 1. Fetch and relax structure ```json {"tool": "catgo_fetch", "arguments": { "action": "crystal", "formula": "Cu", "provider": "mp" }} ``` ```json {"tool": "catgo_workflow", "arguments": { "action": "create", "name": "Cu elastic constants" }} ``` ```json {"tool": "catgo_workflow", "arguments": { "action": "add_node", "workflow_id": "wf_elastic", "node_type": "cell_opt", "params": {"software": "vasp", "ENCUT": 520, "system_name": "Cu cell opt"} }} ``` ### 2. Apply strain series and compute stresses For each deformation mode (6 independent strains for cubic symmetry), apply a series of strains and run single-point calculations to get stress tensors. ### 3. Fit elastic tensor Use the workflow `elastic_analysis` node to fit the elastic tensor from the stress-strain data: ```json {"tool": "catgo_workflow", "arguments": { "action": "add_node", "workflow_id": "wf_elastic", "node_type": "elastic_analysis", "params": {"sym_reduce": true, "n_strains": 6, "strain_magnitude": 0.02} }} ``` ## Deformation Matrix Reference | Strain Type | Deformation Matrix | |-------------|-------------------| | Uniaxial (c) | diag(1, 1, 1+e) | | Biaxial (ab) | diag(1+e, 1+e, 1) | | Hydrostatic | diag(1+e, 1+e, 1+e) | | Shear | [[1, e, 0], [0, 1, 0], [0, 0, 1]] | Where `e` is the strain magnitude. ## Common Pitfalls 1. Strain magnitudes are fractional (0.02 = 2%). Typical values for elastic property calculations are 0.5-5%. 2. Always relax the original structure first (cell_opt) before applying strain. Straining an unrelaxed structure gives meaningless results. 3. For strain-activity relationships in catalysis, apply strain to the slab (not the bulk) and re-optimize adsorbate positions. The strained slab should have fixed lattice vectors during geo_opt (ISIF=2). 4. When using `n_steps > 1`, structures are generated symmetrically around zero strain. This is important for elastic constant fitting (need both tensile and compressive data). 5. Shear strain breaks symmetry. For elastic constant calculations, use the full set of 6 independent deformations for the relevant crystal system.