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• 300 ton rig (2989Kn) – 2 3/8” (60mm) to 4½” (114mm) tubulars • 1000 ton rig (9964Kn) – 5 1/2” (140mm) to 7 1/2” (190mm) tubulars • 2000 ton rig (19928Kn) – 8 5/8” (219mm) to 30” (762mm) tubulars
• Up to 30” (762mm) diameter specimens
• 2,688,000 ft.lbs (3650Kn.m) maximum moment
• BS 3518 Part 1: 1993 • BS 3518 Part 3: 1963 (1990) • BS ISO 12107: 2003 • Axial Tension - Compression
- ± 200 ton.f (1993Kn) maximum dynamic load
- • Bending Fatigue
- ± 1.0 x 10.6ft.lb (1350Kn.m) cyclic bending
• API 6A – ISO 10423:2003
• API 17D
• API 6D – ISO 14313:1999
• API 5C5 - ISO 13679:2002
• ISO 21329:2004
• Pipeline Code: BS 8010
• A PI - 17G – ISO/FDIS 13628-7: 2005 (E)
• –20°C to 300°C
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Combined load with external pressure trial on Kongsberg work-over riser. |
 Bending test on 3rd party client's connection. This bending fixture can apply a maximum moment of 3,650,000 ft-lb to tubulars as large 30" in diameter.
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Pipeline impact trials | |