Stress range between two states — SWBPIPE verification

Part VI · VerificationVI–C5

Part VI

Verification

C. Stress recovery · Stress range between two states

An invented section has two load states, A and B, with different axial forces, moments and torques. What range does each stress component have? Each range is an absolute component difference, not an equivalent stress.

If only one state includes pressure, does recovery refuse to form a range?

This page preserves a recorded benchmark and its expected values. The dated run below is not a new run of the current product.

These calculations recover separate stress components, not code stress. The current ordinary preview reports supported straight circular normal-stress extrema. Torsional shear remains separate, and arc maxima are withheld. Component recovery in this benchmark does not establish the current maximum or its coverage.

This benchmark forms absolute differences of stress components. Current ordinary result-state subtraction is a labeled signed difference, not an equilibrium state. Current mechanics combinations are withheld for nonlinear supports, mixed moduli or constant effort whose factors do not sum to one. This recorded range calculation does not establish a current combination or maximum.

Read with

This case checks the difference of each stress component between two states. The code displacement stress range first uses the moment differences. The stress calculation then uses those differences (Part II D). The program does not yet form it (Status).

Fig. VI–C5.—Stress range between two states

1.Inputs.

Illustrative values, taken from no standard and chosen so the arithmetic can be followed by hand. Most do not describe a real pipe; read them in any consistent set of units.

Quantity	Symbol	State A	State B
Axial force	N	60.0 N	180.0 N
Bending moment about local y	M_y	−20.0 N·m	80.0 N·m
Bending moment about local z	M_z	10.0 N·m	10.0 N·m
Torsional moment	T	20.0 N·m	60.0 N·m
Area	A	12.0 m²	12.0 m²
Section modulus about local y	Z_y	25.0 m³	25.0 m³
Section modulus about local z	Z_z	15.0 m³	15.0 m³
Torsion radius	r	2.0 m	2.0 m
Torsion constant	J	80.0 m⁴	80.0 m⁴

2.Method.

Recovery calculates each stress component in each state. The formulas use force divided by area, moment divided by section modulus, and torque times radius divided by torsion constant. Each component range is the absolute difference between its state values. Components remain separate.

Neither state includes pressure, so recovery forms no pressure range.

Δσ_axial = |180.0 / 12.0 − 60.0 / 12.0| = 10.0 Pa(1)

Δσ_b,y = |80.0 / 25.0 − (−20.0 / 25.0)| = 4.0 Pa(2)

Δτ = |60.0 × 2.0 / 80.0 − 20.0 × 2.0 / 80.0| = 1.0 Pa(3)

Δσ_b,z = |10.0 / 15.0 − 10.0 / 15.0| = 0.0 Pa(4)

3.Results.

Expected ranges between states A and B, and the expected refusal
Quantity	Expected
Axial normal stress range	10.0 Pa
Bending stress range about y	4.0 Pa
Bending stress range about z	0.0 Pa
Torsional shear stress range	1.0 Pa
Hoop and longitudinal pressure ranges	Not formed (no pressure in either state)
Pressure given in one state only	Range blocked; hoop and longitudinal pressure ranges reported missing

The case record describes these checks:

With no pressure in either state, the range completes without being blocked.
The axial, bending-y, bending-z and torsional shear ranges match 10.0, 4.0, 0.0 and 1.0 Pa.
No hoop or longitudinal pressure range is reported.
When pressure is supplied in only one state, the range is blocked.
In that blocked case no axial range is returned, and the hoop and longitudinal pressure ranges are each reported as missing.

What it shows. Compared with an independent hand calculation.

Path exercised. The benchmark calls the solver’s components directly: elements, loads, frame solver and stress recovery. It does not go through the program’s own model-to-solve path.

Agreement. Each range must match the hand calculation to within an absolute difference of 1.0 × 10⁻⁹ Pa. The blocking and the missing-value reports are checked exactly. Long values are shown here to seven significant figures; the tests compare the full values in the record.

For the student

The moment about y changes sign between states. Its bending stress range therefore exceeds the bending stress in either state alone. The range measures the change between states rather than the larger peak.

4.Recorded command.

This command belongs to the linked case record and its recorded execution path. This website update did not rerun it. A historical command or result does not establish current product support.

cd projects/chirality-piping
cargo test --manifest-path validation/benchmarks/stress/Cargo.toml computes_mechanics_only_stress_range_fixture
cargo test --manifest-path validation/benchmarks/stress/Cargo.toml stress_range_blocks_asymmetric_optional_pressure_components

Hand calculation: validation/hand_calcs/stress/stress_range.md. Test record, with the recorded run of 2026-07-10: stress-range-mechanics-original.md.