06 - DNVs Hull Str for WW - Hull Str - Cargo Area - Side

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    DNVs

    Hull Structure course for

    World Wide Shipping

    6 - Hull Structure cargo area

    Side

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    16.03.2004Slide 2

    1. SideHull Structural Breakdown -

    Ship side

    Side

    Bottom

    Deck

    Transverse bulkhead

    Longitudinal bulkheadWeb frames

    1.

    2.

    3.

    4.

    5.

    6.

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    16.03.2004Slide 3

    1. SideStructural build up of ship side

    single skin tanker

    Cross ties

    Transverse

    bulkhead

    Side plating withlongitudinals

    StringersWeb frame

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    16.03.2004Slide 4

    1. SideStructural build-up of a ship side

    - double hull tanker

    Side plating with

    longitudinals

    Stringers

    Web frame

    Inner side platingwith longitudinals

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    16.03.2004Slide 5

    1. SideStructural functions of ship side

    Watertight integrity

    - Take up external sea loads and transfer these into thehull girder

    - Resist internal pressure from cargo and ballast

    Web in hull girder

    - Side plating act as the web in the hull girder beam

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    16.03.2004Slide 6

    1. SideLoads on the ship side - example

    Full centre tank

    Fully loaded

    condition

    Net force

    Water

    Line

    Ballast condition

    Full wing tank

    Net force

    Water

    Line

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    16.03.2004Slide 7

    1. SideLocal function: Watertight integrity

    -Side longs are supported at the web frames

    - Web frames are supported at the cross ties

    and at the deck and bottom

    Part of web frame supported

    at two cross ties, shear max

    towards supports

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    16.03.2004Slide 8

    1. SideDouble hull ship side

    The structural functions of a double hull ship side is the same as for a

    single hull:

    As there are no cross ties,

    side web frame is supported

    at the deck and bottom

    High shear stress

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    16.03.2004Slide 9

    1. SideGlobal function: Web in hull girder

    Global shear forces resulting from uneven distribution of cargo and

    buoyancy are taken up in the ship side plating

    Buoyancy W

    eights

    Shear stress distribution resulting fromglobal loads for midship section

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    16.03.2004Slide 10

    1. SideStringers in a double side

    Stringers contribute to the stiffness of the double hull ship side,

    which means:

    High shear stress instringer towards the

    transverse bulkhead

    - Less relative deflection

    for side longitudinals at thetransverse bulkheads

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    16.03.2004Slide 11

    1. SideCharacteristic damages for ship side:

    1. Cracks in side longitudinals at web frames2. Cracks in side longitudinals at transverse bulkheads

    3. Cracks in web frame cut-outs for longitudinals

    4. Indents of side shell and stiffeners

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    16.03.2004Slide 12

    1. SideCrack in side longitudinals

    Crack in side longitudinal

    tripping bracket connection toweb frame (various wing tanks)

    Side longitudinal flatbar

    connection to web frame

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    16.03.2004Slide 13

    1. SideCause for cracking in side longitudinals

    Dynamic loads (sea

    and cargo) are forcingthe side longitudinal to

    flex in and out

    High alternating bending stresses towards the endsupports (web frames)

    Highly stressed areas created around geometric

    hard points (bracket toes, scallops, flat bars)

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    16.03.2004Slide 15

    1. SideCharacteristic damages for ship side:

    1. Cracks in side longitudinals at web frames2. Cracks in side longitudinals at transverse bulkheads

    3. Cracks in web frame cut-outs for longitudinals

    4. Indents of side shell and stiffeners

    C k i id l i di l

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    16.03.2004Slide 16

    1. SideCrack in side longitudinal at

    transverse bulkhead

    Side longitudinal connections

    to transverse bulkheads

    Cracks in side longitudinal connection to

    stringers at transverse bulkhead

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    16.03.2004Slide 17

    1. SideWhy cracking at transverse bhd.?

    Sea

    pressure

    Relative deflections occur betweenthe rigid transverse bulkhead and

    the flexible web frame construction

    Ship side

    The relative deflection induces additional

    bending stresses at the end connection of

    side longitudinals to the transverse bulkhead

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    16.03.2004Slide 19

    1. SideCharacteristic damages for ship side:

    1. Cracks in side longitudinals at web frames2. Cracks in side longitudinals at transverse bulkheads

    3. Cracks in web frame cut-outs for longitudinals

    4. Indents of side shell and stiffeners

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    16.03.2004Slide 20

    1. SideCracks in web frame cut outs

    Cracks around openings for

    side longitudinals in web

    framesCracks

    Cause for cracking in cut outs

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    16.03.2004Slide 21

    1. SideCause for cracking in cut outs

    for longitudinals

    Sea loads induce shear stresses in the web frame

    Shear stress

    Shear stress

    High shear stresses

    around openings etc,

    where shear area is

    reduced

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    16.03.2004Slide 22

    1. SideConsequence of damage

    Cracks in side longitudinals:- oil leakage and pollution

    - longitudinal may break off

    - in worst case (a series of cracks in samearea) could induce a larger fracture (loss

    of ship side)

    Cracks in cut outs for longitudinals:

    - loss of structural strength for the web frame (webframe cracked through)

    - may lead to collapse of surrounding structure

    Suggestions?

    Suggestions?

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    16.03.2004Slide 24

    1. SideIndents of side shell with stiffeners

    The terms indents and buckling should not be mixed up with each

    other, as the cause for these damages are different:

    -Indents: Mainly due to contact damages

    -Buckling: Due to excessive in-plane stresses

    Mainly from contact damages:

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    16.03.2004Slide 25

    1. SideConsequense of indents

    Sharp indents may lead to

    cracks and possible leakage

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    16.03.2004Slide 26

    1. SideConsequense of indents

    Large area set in (plating and stiffeners)

    gives reduced buckling capacity

    Adjacent areas may then be overloaded

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    16.03.2004Slide 27

    1. Side

    Questions ?