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Why Do Ship’s Hull Fail At Midship Region?

TUEsday - 09/05/2017 08:16
Why Do Ship’s Hull Fail At Midship Region?

Why Do Ship’s Hull Fail At Midship Region?

We have had a lot of marine accidents that involved failure of the hull structures. Whether it was a crack in the midship region, or a total split-off of the hull girder, or failures due to propagation of cracks, the crux of the matter boils down to a handful of causes that are of great concern to ship designers and operators

We have had a lot of marine accidents that involved failure of the hull structures. Whether it was a crack in the midship region, or a total split-off of the hull girder, or failures due to propagation of cracks, the crux of the matter boils down to a handful of causes that are of great concern to ship designers and operators. Mostly, crack propagation takes place due to fatigue, which is not something this article is about. This article gives an insight into the causes that lead to the failure of the hull girder f-rom a longitudinal strength point of view. And before we start, we have to ask ourselves a few questions. Why have ships split-off? Why have many hull structures split-off after grounding? Why are midships highly prone to such failures? Is it because of a design flaw? Or for that matter, a glitch in the operation standards that have not been maintained?

Marine Engineers and ship operators use loading manuals to maintain the distribution of deadweight load on the hull girder. But what if the key to the design of those manuals lies in a deeper context? What if we tried to understand the phenomenon f-rom a ship designer’s point of view? When ships are designed, a Naval Architect takes into consideration each and every factor that might affect the structural response of the hull girder with respect to the required loading conditions. In order to see the inner picture, we need to look at it f-rom designer’s point of view.

When the hull girder of a ship is designed, the designers analyse the structure as a beam. But this beam is different f-rom those that are used by civil engineers, in as much as ships are structures that are subjected to unpredictably variable loads. Look at it this way- the buoyancy on the hull is never predictable given the fact that sea surface being c-haracterised by waves, the buoyancy on the ship is always varying periodically along the ship’s length. Also, ships are not always in the same cargo loading conditions. Whe-re they may ply one voyage in a fully loaded condition, in the return voyage the ship may not have cargo but be induced to ballast loading condition. So we design the ship structure keeping in mind the uncertainty of the loads, and what helps in quantifying the response is a theory that has been widely used- Euler’s Beam Bending Theory.

hull break elli

This great theory has been used by structural engineers in analysing the bending aspects of beams. Naval Architects have adopted this theory, but in a slightly different way. Unlike civil structures, a ship structure (which will be referred to as hull girder f-rom now on) is always supported by an “elastic foundation” (sea surface). The direction of buoyancy on the girder is upwards, and its longitudinal distribution depends upon the longitudinal distribution of the ship’s underwater volume. Which means, there is more buoyancy at the midship region than the fore and aft ends. This leads us to a buoyancy distribution which looks similar to Figure 1.

ship design 1
Figure 1: Buoyancy curve of a ship (Maxsurf screenshot)

There is another factor that contributes to the load on the girder. It is the weight that acts onto the hull girder; the weight comprising of individual weights of hull steel, machinery, outfit, cargo, fuel oil, lube oil, fresh water, ballast, and non-fuel cargo. Depending upon the longitudinal distribution of these weights and their individual magnitudes, we obtain the longitudinal distribution of load on the girder, which is referred to as Weight Curve. It is this load curve that holds utmost importance in the longitudinal strength aspect.

  • Designers obtain the weight curve after developing the General Arrangement Plan of the ship.
  • The load curve is subject to change, depending on the various loading conditions of the ship. For example, in fully loaded condition the load is generally more in the parallel mid body of the ship, i.e the region whe-re most of the cargo is stowed, be it any type of a ship. But in ballast condition whe-re aft and fore ballast tanks are to be filled up, the weight curve changes its shape owing to the increased weight at the aft and fore ends.
  • Your loading manuals are basically a guide to load the ship by the design standards, which are nothing but inferences to these different conditions of weight distributions.
ship design2
Figure 2: Load Curve obtained f-rom buoyancy curve and weight curve

What we do next, is superimpose both the graphs and subtract the magnitudes of weight f-rom the buoyancy at every point along the length to obtain the longitudinal distribution of total load on the girder, as shown in Figure 2. Notice how the direction of the net load may be upwards or downwards at different positions along the hull girder length, depending upon the buoyancy and weight distributions.

It is f-rom this stage of the analysis that Euler’s Beam Bending Theory comes of great use. The theory says, if we plot the magnitude of area under the load curve f-rom the aft end upto a certain point fore of the aft, we obtain the shear force acting on the hull section at that point. A longitudinal plot of this parameter gives us the distribution of the shear force, which is the SF Diagram of the ship at that loading condition. If such an area integration is performed on the SF curve, we obtain the Bending Moment curve of the ship for that loading condition, as shown in Figure 3.

Figure 3: SF and BM Diagrams of a ship
Figure 3: SF and BM Diagrams of a ship

This very diagram can answer all the questions that we asked in the beginning. The answers, along with some very important ship structural criteria as discussed below:

  • The shear force on any transverse section of the hull girder is zero at the aft end, fore end and midships. So failure due to shearing is a least concern in these regions.
  • The bending moment is always maximum at the midships. It is due to this effect, that the bending stress always reaches a maxima at the midship region of any ship, irrespective of its loading condition. The magnitudes may vary, but this nature is followed through any loading condition that the ship encounters in its lifetime.
  • Owing to the maximum bending stresses occurring at the midships, designers consider the bending moment of midships as a threshold for design with a certain factor of safety.
  • If in any case of loading, the bending stress at any section of the hull exceeds the bending strength of the material of the hull, it goes for a failure. So why midships? It is because of the maximum bending moment always occurring at midships, that the midship region is prone to exceed the threshold of bending strength of the material in a given condition of improper loading.
  • Grounding has many a times resulted in midship cracks or split offs. Why? Try recalling what happens during grounding. Breaching occurs, resulting in unwanted load distributions along the hull, which result in hogging or sagging, which are nothing but modes of bending of the hull girder. So when you’ve seen ships split due to grounding, it is the bending moment at the midships that had already exceeded the strength of the hull material, and eventually led to the failure!

As mentioned earlier, the points mentioned in this article is not an exhaustive list of reasons leading to ship hull failure but enumerates causes that lead to the failure of the hull girder f-rom a longitudinal strength point of view.

 

 
 

 

Source: www.marineinsight.com

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