G-B10 REV0 · ORIGINAL SOURCE VALUE
VAR-G-B10-000007
Registry: architecture_variant_registry. Original field names and values are displayed without translation or reinterpretation.
- changed_variables
- core_cell_size_mm|core_compression_strength_mpa|core_density_kg_m3|core_shear_modulus_mpa|core_shear_strength_mpa|core_thickness_mm|face_architecture_factor|face_thickness_mm|process_retention_factor
- commercial_status
- NOT_A_COMMERCIAL_PRODUCT_CONCLUSION
- concept_status
- MODEL_DERIVED_ENGINEERING_CONCEPT
- configuration_id
- AER-FC002-16-T700-PP-SHP
- data_class
- MODEL_DERIVED
- empirical_status
- NOT_EMPIRICAL
- engineering_purpose
- Carries the highest investigated face, process, fixed-stack gauge and coherent core levels as an upper model-response concept.
- exact_input_values
- {"beam_width_mm":"50","core_cell_size_mm":"8","core_compression_strength_mpa":"1.89","core_density_kg_m3":"80","core_shear_modulus_mpa":"15.2","core_shear_strength_mpa":"0.58","core_shear_stress_mpa":"0.25","core_thickness_mm":"14.95","face_architecture_factor":"0.4725","face_thickness_mm":"0.525","fatigue_anchor_cycles":"100000","fatigue_exponent":"8","process_retention_factor":"0.924","stiffness_retention_ratio":"0.93","strength_transfer_factor":"0.35","support_span_mm":"300","total_thickness_mm":"16"}
- expected_benefit
- Apparent stiffness +8.20%; core-shear screening load +16.78%; face flexural strength +5.00%.
- expected_penalty
- Core areal mass +10.74%; uncertainty exposure index 19; unmodelled interface, edge, mass/balance and damage effects remain.
- failure_mode_impact
- FMI-G-B8-000001|FMI-G-B8-000002|FMI-G-B8-000003|FMI-G-B8-000004|FMI-G-B8-000005|FMI-G-B8-000006|FMI-G-B8-000007|FMI-G-B8-000008|FMI-G-B8-000009|FMI-G-B8-000010; mechanism hypotheses only, not observed failures.
- final_product_design_status
- NOT_A_FINAL_PRODUCT_DESIGN
- linked_gb8_failure_interaction_ids
- FMI-G-B8-000001|FMI-G-B8-000002|FMI-G-B8-000003|FMI-G-B8-000004|FMI-G-B8-000005|FMI-G-B8-000006|FMI-G-B8-000007|FMI-G-B8-000008|FMI-G-B8-000009|FMI-G-B8-000010
- model_validity
- VALID_WITHIN_FROZEN_INPUT_BOUNDS
- parent_configuration
- AER-FC002-16-T700-PP-SHP
- pareto_classification
- PARETO_CANDIDATE
- physical_validation_status
- NOT_COMPLETED
- relationship_label
- MODEL-DERIVED / NOT EMPIRICAL
- source_gb9_direction_id
- DIR-G-B9-000006
- source_gb9_scenario_id
- OPTSCN-G-B9-000041
- total_thickness_mm
- 16.0
- uncertainty_exposure_index
- 19
- uncertainty_level
- VERY_HIGH
- unchanged_variables
- beam_width_mm|core_shear_stress_mpa|fatigue_anchor_cycles|fatigue_exponent|stiffness_retention_ratio|strength_transfer_factor|support_span_mm|total_thickness_mm
- variant_class
- MODEL_DERIVED_ENGINEERING_CONCEPT
- variant_id
- VAR-G-B10-000007
- variant_name
- Combined structural-response architecture concept
Identifiers mentioned in source fields
These are search links, not inferred engineering relationships.
AER-FC002-16-T700-PP-SHPFMI-G-B8-000001FMI-G-B8-000002FMI-G-B8-000003FMI-G-B8-000004FMI-G-B8-000005FMI-G-B8-000006FMI-G-B8-000007FMI-G-B8-000008FMI-G-B8-000009FMI-G-B8-000010DIR-G-B9-000006OPTSCN-G-B9-000041
Provenance
- archiveSha256
- 473b9d23605d8e35043a02e7215afd86897c101e48f81c75d1d7b7cc39343e13
- virtual_path
- !/STAGEG_B10_VARIANT_ARCHITECTURE_COMPARISON_REV0/architecture_variant_registry.csv
- source_file_sha256
- bbdd1f6d69dacdfdde10b1585006a536db10a596d07bb038e67886ef52f17caa
- source_locator
- csv:row:7
- fields_sha256
- ef7c4e978987d1fc4a22c301a59d4e1bd93a9c73a2eca3ed5b95a12029758979
- source_version
- G-B10 REV0