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High Strength Composite Tubular
7” comparison sheet & 7” in 4000m vertical hole
May 2016
downhole
composite
pipes
High Strength Composite Tubular
HSCT Loads are designed as strong as specific application requirements:
• Composite Properties:
o Young Modulus Hoop 21-25 GPa (depend on configuration)
o Young Modulus Axial 18-21 GPa (depend on configuration)
o Poisson Ratio is 0.30
• The HSCT values are modelled at ambient temperature with Abaqus
and FEM analysis and validated by 7” HSCT test results
• The HSCT values in the tables do not include any safety factor
• The required safety margins are determined for each project
individually, dependent on each load case specific (e.g. running
conditions, temperature range and life cycle requirements)
downhole
composite
pipes
7” Comparison Sheet
HSCT loads are designed as strong as specific application requirements
7 inch systems
7” K55 35ppf VamTop
Regular
7” HSCT 9.2ppf slender
glued connection
Pipe body OD 7.000” 7.000”
Pipe body ID 6.004” 6.000”
Connection OD 7.787” 7.800”
Connection ID 6.161” 6.000”
Drift diameter 5.879” 5.875”
Burst 472 bar 275 bar
Collapse 501 bar 207 bar
Tension 2486 kN 1255 kN
Compression 1491 kN 400 kN
Torsional (minimal) 14700 Nm 16700 Nm
Note: values above are an example for a specific project. HSCT are Ultimate Values
downhole
composite
pipes
Enhanced Composite Casing
Installation (ECCI™)
Load for 4000m well with 7” casing:
Conventional rig Super single rig
Material Specific Weight Buoyancy in
mud (1.10 sg)
Hook load
(tonne)
Steel casing 35.0ppf 0.85 180
5” drill pipe 19.5 ppf 0.85 100
HSCC / ECCI 9.2 ppf 0.45 25
Mini rig

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Akiet 7in HSCT Comparison Sheet and in 4000m Vertical Hole

  • 1. High Strength Composite Tubular 7” comparison sheet & 7” in 4000m vertical hole May 2016
  • 2. downhole composite pipes High Strength Composite Tubular HSCT Loads are designed as strong as specific application requirements: • Composite Properties: o Young Modulus Hoop 21-25 GPa (depend on configuration) o Young Modulus Axial 18-21 GPa (depend on configuration) o Poisson Ratio is 0.30 • The HSCT values are modelled at ambient temperature with Abaqus and FEM analysis and validated by 7” HSCT test results • The HSCT values in the tables do not include any safety factor • The required safety margins are determined for each project individually, dependent on each load case specific (e.g. running conditions, temperature range and life cycle requirements)
  • 3. downhole composite pipes 7” Comparison Sheet HSCT loads are designed as strong as specific application requirements 7 inch systems 7” K55 35ppf VamTop Regular 7” HSCT 9.2ppf slender glued connection Pipe body OD 7.000” 7.000” Pipe body ID 6.004” 6.000” Connection OD 7.787” 7.800” Connection ID 6.161” 6.000” Drift diameter 5.879” 5.875” Burst 472 bar 275 bar Collapse 501 bar 207 bar Tension 2486 kN 1255 kN Compression 1491 kN 400 kN Torsional (minimal) 14700 Nm 16700 Nm Note: values above are an example for a specific project. HSCT are Ultimate Values
  • 4. downhole composite pipes Enhanced Composite Casing Installation (ECCI™) Load for 4000m well with 7” casing: Conventional rig Super single rig Material Specific Weight Buoyancy in mud (1.10 sg) Hook load (tonne) Steel casing 35.0ppf 0.85 180 5” drill pipe 19.5 ppf 0.85 100 HSCC / ECCI 9.2 ppf 0.45 25 Mini rig