QA/QC  › Piping Systems (Plastic)  › Ring Stiffness Test
Test-report · QC-PIP-TST-002
Ring Stiffness Test Report
18 checkpoints across 5 sections. For flexible pipe materials (HDPE); batch testing at receipt or per contract specification
18 Checkpoints
5 Sections
For each HDPE batch or as specified; typically once per project
QC Engineer, Testing Lab

Checklist Preview

S.No.CheckpointIS RequirementStatus
A. TEST METHODOLOGY
A1Test standard compliance (ISO 9967 or equivalent per IS 14333)
Acceptance: Ring stiffness test per ISO 9967; test rig calibrated; procedure documented
Standardized test procedure
OK
NC
NA
HOLD
A2Sample preparation (Pipe segments 300-500 mm cut perpendicular to axis)
Acceptance: Samples cut square; length 300-500 mm; minimum 3 samples per batch
Proper sample dimensions
OK
NC
NA
HOLD
A3Test apparatus calibration (Load frame, displacement transducer)
Acceptance: Load cell calibrated ±1% accuracy; displacement transducer ±0.1 mm; certificates current
Accurate measurement equipment
OK
NC
NA
HOLD
A4Test temperature control (23±2°C environment)
Acceptance: Laboratory maintained at 23±2°C; humidity 45-55%; recorded during test
Standardized testing conditions
OK
NC
NA
HOLD
B. TEST EXECUTION & MEASUREMENT
B1Loading procedure (Diametral load applied uniformly at constant rate)
Acceptance: Load rate 5 mm/min deflection; load increased until 10% diameter reduction achieved
Controlled loading
OK
NC
NA
HOLD
B2Displacement measurement (Vertical & horizontal diameter reduction recorded)
Acceptance: Deflection measured continuously; recorded at regular intervals (e.g., 2%, 5%, 10%)
Monitor deformation
OK
NC
NA
HOLD
B3Load data collection (Force recorded at each deflection level)
Acceptance: Load and deflection data paired; used to calculate ring stiffness
Establish load-deflection curve
OK
NC
NA
HOLD
B4Test duration and completion (Until 10% diameter reduction or pipe fracture)
Acceptance: Test stops at 10% deflection or fracture (whichever first); results recorded
Define endpoint
OK
NC
NA
HOLD
C. CALCULATIONS & ANALYSIS
C1Ring stiffness calculation (Load at specific deflection level used)
Acceptance: Ring stiffness (kN/m²) = Load (kN) / (Relative deflection × Pipe length)
Quantify structural rigidity
OK
NC
NA
HOLD
C2Average ring stiffness from multiple samples
Acceptance: Average calculated from all samples; variation ≤20% acceptable
Summary metric
OK
NC
NA
HOLD
C3Comparison with specification requirement
Acceptance: Average ring stiffness ≥ minimum specification value per IS 14333 Table
Verify compliance
OK
NC
NA
HOLD
C4Load-deflection curve generation
Acceptance: Graph plotted; shows linear response up to failure; curves analyzed for anomalies
Visual analysis of structural response
OK
NC
NA
HOLD
Showing 12 of 18 checkpoints ·
A. TEST METHODOLOGY
A1Test standard compliance (ISO 9967 or equivalent per IS 14333)
Standardized test procedure (IS 14333)
Ring stiffness test per ISO 9967; test rig calibrated; procedure documented
OKNCNAHOLD
A2Sample preparation (Pipe segments 300-500 mm cut perpendicular to axis)
Proper sample dimensions (IS 14333)
Samples cut square; length 300-500 mm; minimum 3 samples per batch
OKNCNAHOLD
A3Test apparatus calibration (Load frame, displacement transducer)
Accurate measurement equipment (IS 14333)
Load cell calibrated ±1% accuracy; displacement transducer ±0.1 mm; certificates current
OKNCNAHOLD
A4Test temperature control (23±2°C environment)
Standardized testing conditions (IS 14333)
Laboratory maintained at 23±2°C; humidity 45-55%; recorded during test
OKNCNAHOLD
B. TEST EXECUTION & MEASUREMENT
B1Loading procedure (Diametral load applied uniformly at constant rate)
Controlled loading (IS 14333)
Load rate 5 mm/min deflection; load increased until 10% diameter reduction achieved
OKNCNAHOLD
B2Displacement measurement (Vertical & horizontal diameter reduction recorded)
Monitor deformation (IS 14333)
Deflection measured continuously; recorded at regular intervals (e.g., 2%, 5%, 10%)
OKNCNAHOLD
B3Load data collection (Force recorded at each deflection level)
Establish load-deflection curve (IS 14333)
Load and deflection data paired; used to calculate ring stiffness
OKNCNAHOLD
B4Test duration and completion (Until 10% diameter reduction or pipe fracture)
Define endpoint (IS 14333)
Test stops at 10% deflection or fracture (whichever first); results recorded
OKNCNAHOLD
C. CALCULATIONS & ANALYSIS
C1Ring stiffness calculation (Load at specific deflection level used)
Quantify structural rigidity (IS 14333)
Ring stiffness (kN/m²) = Load (kN) / (Relative deflection × Pipe length)
OKNCNAHOLD
C2Average ring stiffness from multiple samples
Summary metric (IS 14333)
Average calculated from all samples; variation ≤20% acceptable
OKNCNAHOLD
C3Comparison with specification requirement
Verify compliance (IS 14333)
Average ring stiffness ≥ minimum specification value per IS 14333 Table
OKNCNAHOLD
C4Load-deflection curve generation
Visual analysis of structural response (IS 14333)
Graph plotted; shows linear response up to failure; curves analyzed for anomalies
OKNCNAHOLD
Showing 12 of 18 ·
Inspection Sign-Off
APPROVED
APPROVED WITH CONDITIONS
REJECTED
Test Summary
Name / Sign / Date
Average Ring Stiffness (kN/m²)
Name / Sign / Date
Specification Requirement (kN/m²)
Name / Sign / Date
Sample Variation %
Name / Sign / Date
Compliance Status
Name / Sign / Date
Failure Mode
Name / Sign / Date
Remarks
Name / Sign / Date
Tested By (Lab)
Name / Sign / Date
Analyst Name
Name / Sign / Date
QC Engineer Approval
Name / Sign / Date