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Capability Profiles

D31.5 disc spring A-L vs FEM computational validation

8/19/2026 · Author: Polysplendid Engineering Team · Technical reviewer: Polysplendid Technical Review
CONCLUSION FIRST

Point-by-point load-deflection comparison between Almen-László theory and Abaqus Standard FEM for the D31.5 disc spring. The study has no experiment source; it is a computational/FEM comparison, not test validation.

PROBLEM THIS CONTENT SOLVES

公开 D31.5 碟形弹簧 A-L 理论与 FEM 计算相关性的可复核能力边界。

EVIDENCE AND APPLICABILITY

来源为已批准 d315-r025-al-correlation 证据包;experiment_source 为空;公开窗口 20%–75% h0,75% h0 偏差 +1.5709%,100% 接触锁死段排除。

Capability conclusion

Point-by-point load-deflection comparison between Almen-László theory and Abaqus Standard FEM for the D31.5 disc spring. The study has no experiment source; it is a computational/FEM comparison, not test validation.

Ownership boundary

In-house

Claim boundary

The study has no experiment source. It demonstrates computational correlation between A-L theory and FEM only, is limited to the recorded geometry and material parameters, and is neither physical test validation nor a measured performance promise.

Applicable scope

A-L theoretical versus Abaqus FEM load-deflection correlation for a D31.5 disc spring (D×d×t×H0 = 31.50×16.30×1.75×2.45 mm).

Key ranges

thicknessMm
1.75
freeHeightMm
2.45
outerDiameterMm
31.5
comparisonPoints
30
insideDiameterMm
16.3

Controlled parameters

solver
Abaqus Standard
alSource
polysplendid_engine.py
studyVersion
1.0
geometryVersion
d315-r025-v1
experimentSource
null

Available quality records

report
研究详情见 /engineering/fem/d315-r025-al-correlation
evidencePackage
fem_evidence_packages(d315-r025-al-correlation,已审核)
comparisonPoints
fem_studies.comparison_points(A-L/FEM 逐点对比)

Evidence

Computational/FEM

Computational/FEM labels describe simulation and calculation work; Experimental validation only appears with reviewed test data.

Validation object

This capability record covers a D31.5 × 16.3 × 1.75 × 2.45 mm, R0.25 disc spring. It compares Almen-László theoretical loads with Abaqus Standard FEM results at matching deflection points.

Approved conclusion

The public applicability window is 20%–75% h0. At 75% h0, the same-deflection FEM load differs from the A-L result by +1.5709%. Full rigid-platen contact near 100% h0 causes numerical locking, so that region remains in the controlled raw result and is excluded from the public validation conclusion.

Evidence boundary

The study has no experiment_source. Its evidence level is computational correlation between A-L theory and FEM, not physical test validation. The conclusion is limited to the recorded geometry, material and model conditions and must not be generalized as measured performance of another size or production batch. The comparison points and approved evidence package are traceable at /engineering/fem/d315-r025-al-correlation.