Mechanical results and original numerical checks

Process demonstration — unvalidated engineering estimates. Assumptions, transferred estimates and unresolved requirements remain explicit. This readable view does not change the source evidence.

Native CalculiX results for a reduced, prescribed-displacement pipe-beam model. These are numerical observations with provisional inputs, not physical validation.

The reported stress is an axial integration-point quantity with baseline subtraction, not a peak outer-surface or local contact stress. Global equilibrium remains not established. Original failed balance checks remain visible below.

Eight-case reduced mechanical comparison

Closure (%)Stiffness (N/mm)Midspan displacement (mm)Nodal gap (mm)Spring force magnitude (N)Added axial IP stress (MPa)Equilibrium
05003.100not established
50501.551.5577.56.406824not established
80502.480.6212410.25092not established
100503.1015512.81365not established
02003.100not established
50201.551.55316.406824not established
80202.480.6249.610.25092not established
100203.106212.81365not established

Original numerical checks — failures retained

CheckObservedCriterionResult
fresh 000 completeYesNot specifiedPASS
fresh 000 displacement01e-05PASS
fresh 000 gap01e-05PASS
fresh 000 balance00.001PASS
fresh 000 spring00.001PASS
fresh 050 completeYesNot specifiedPASS
fresh 050 displacement01e-05PASS
fresh 050 gap01e-05PASS
fresh 050 balance0.976770.001FAIL
fresh 050 spring00.001PASS
fresh 080 completeYesNot specifiedPASS
fresh 080 displacement01e-05PASS
fresh 080 gap01e-05PASS
fresh 080 balance0.976770.001FAIL
fresh 080 spring00.001PASS
fresh 100 completeYesNot specifiedPASS
fresh 100 displacement01e-05PASS
fresh 100 gap01e-05PASS
fresh 100 balance0.976770.001FAIL
fresh 100 spring00.001PASS
softened 000 completeYesNot specifiedPASS
softened 000 displacement01e-05PASS
softened 000 gap01e-05PASS
softened 000 balance00.001PASS
softened 000 spring00.001PASS
softened 050 completeYesNot specifiedPASS
softened 050 displacement01e-05PASS
softened 050 gap01e-05PASS
softened 050 balance0.94388050.001FAIL
softened 050 spring00.001PASS
softened 080 completeYesNot specifiedPASS
softened 080 displacement01e-05PASS
softened 080 gap01e-05PASS
softened 080 balance0.94388060.001FAIL
softened 080 spring00.001PASS
softened 100 completeYesNot specifiedPASS
softened 100 displacement01e-05PASS
softened 100 gap01e-05PASS
softened 100 balance0.94388050.001FAIL
softened 100 spring00.001PASS

Original DNBR requirement

ItemDefinition or value
Statusnot established

ESTIMATE — residual spring support

ItemDefinition or value
ScopeProposal arithmetic for engineer review only; not a study result or calibrated grid prediction
Model cardbasis/eol-reference-model-proposal-r1.json
Reference fluence n m26e+24
Published fit stress ratio0.5021626
Unity anchored alternative ratio0.5488116
Slope sensitivity not confidence intervalSlope m2 n: 7.5e-26; Ratio: 0.5834298; Slope m2 n: 1e-25; Ratio: 0.5021626; Slope m2 n: 1.25e-25; Ratio: 0.4322154
Exposure duration days if flux is constant within source range385.8025; 462.963
Conditional preload mapping nSpring: 2.510813; Dimple 1: 1.255407; Dimple 2: 1.255407
LimitationsExtra numerical digits support reproducibility, not empirical precision. Time bounds are derived equivalent exposures, not observed operating dates.
Source record and traceability

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SHA-256: 7d461f430db44186c5530dff460e99debd9b5d446cd3b2b126fc5eafa26e13d2

Presentation generated from this retained record. Historical status fields describe the source revision; later review decisions are explained on the engineering review page.