Offshore Engineering Structures and loading Flashcards

1
Q

Design specifications

Materials

Working life ( >25 years)

Loading of platform - provide safe working environment for people onboard

Environmental- corrosion and weather/ sea state

Maintenance - underwater

A

Changes to uk regulations

  1. Piper alpha

Health and safety executive (HSE)
Offshore installations regulations 1992

Created duty holder ( owner of the platform)

Created “Saftey cases” demonstrates the ablility to control major accident risks effectively.

This was revised in 2005

Duty holder to conduct a review of the safety case every 5 years

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2
Q

Design considerations

Sustain loads during all operating and damaged conditions

  • maintain safety for all personnel
  • adequate durability against deterioration
  • comply with relevant practises
  • inspection maintenance and repair work
A

Design considerations

Limit states

  • ULS ( ultimate) relating to the ultimate resistance for carrying loads
  • FLS ( fatigue) possible failure due to effect of cyclic loading
    ALS. (Accidental) damage due to accidents
    SLS. ( serviceability) normal use and durability
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3
Q

Types of offshore structures

  • concrete structures
  • jack ups
  • semi submersible
    -drill ships
  • compliant towers
    -5”tension leg floating platform
    -floating production systems
  • single anchor leg moorings
  • ## single buoy mooring
A

Know all structures.

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4
Q

Loading of structures.

What is stress

A

Stress is load(force) over area

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5
Q

Loading structures.

Types of stress.

Tensile - atoms are pulled apart. ( moving or lifting)

-compressive - atoms are pressed together ( squeezed)

A

Normally

Tensile stress is thought to be positive stress and compressive as negative stresses

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6
Q

Loading

  • Bending - material is under stress from loading on the top
A

bending - on the top where load is applied you get compression stress as the material bends and tension stress underneath.

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7
Q

Shear stress

Atoms are pushed passed one another

A

This is also referred as torsion

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8
Q

Properties of materials

Properties to consider are
- yield strength

A

The stress at which material begins to deform plasticslly

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9
Q

Elongation

A

Measure of ductility

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10
Q

Toughness

A

Resistance to fracture.

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11
Q

Electrical and thermal conductivity

A

Materials conductivity to electric and temperature

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12
Q

Density

A

Weight per volume of material

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13
Q

Hardness

A

Wear resistance

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14
Q

Yield stress

What is yield stress

What is yield load

What is yield point

A

Yield stress is when material is loaded and components bend and move ellasticly when the load is removed it returns back to its shape

Yield point is the point in which if the force is continued past the material will deform and not reutrn back to its normal shape. Like if it’s been dented or bent. This has been loaded past its yield stress

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15
Q

UTS

Ultimate tensile strength.

A

If loading is continued well into the yield region it reaches a known max value known as the UTS

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16
Q

Types of fracture

Ductile. Brittle

A

Ductile
- this type of fracture is characterised by significant plastic deformation prior to and during cracking extension.

Brittle -
Rapid propagation of a crack and can occur eat appliedstress significantly below the yield strength levels with no prior warning.

17
Q

Fatigue fracture

A

Failure of experienced materials under cycli stress

Discontinuities such as welds and changes in section material flaws are favoured sites for fatigue failure

18
Q

Forced to a structure

A

Steady

Cyclic

19
Q

Drag force to a structure.

A

The steady force of a fluid as it passes a stationary structure is known as the drag force.

20
Q

Drag force calculations

A

Double the flow speed and the drag force is increased by 4 times. (Square root formula)

Changing the shape of the object may reduce the force