Modern shipbuilding and the men engaged in itPollock, David
History
Modern shipbuilding and the men engaged in it
Pollock, David
Shipbuilding -- Great Britain
These general principles are much more readily and safely
applicable to ships while floating in ‘still water’ than to ships
when at sea—the strains experienced then being necessarily the
results of far more complex and severe influences. The existence of
waves and their rapid motions relatively to that of the vessel, and
the pitching, heaving, and other movements thus caused, increase
the inequality of distribution of weight and buoyancy and affect
more materially the strains brought upon vessels. Consideration of
the problem, therefore, involves a study of waves, both as to their
formation and action, and necessarily leads to a mode of treatment
which cannot have accurate regard for particular cases. Variable
influences of immense importance are also constituted by the state
of loading in vessels for merchant service. For a uniform basis of
comparison in these calculations such vessels are usually assumed
as loaded with homogeneous cargo—_i.e._, cargoes of equal density
throughout.
This fundamental element of relative ‘weight’ and ‘buoyancy’ having
been indicated, the chief strains to which a ship is subjected may
now be stated. This may be done with sufficient regard to general
accuracy, under four heads:—[7]
(1) Strains tending to produce longitudinal bending—“hogging” or
“sagging”—in the structure considered as a whole.
(2) Strains tending to alter the transverse form of a ship,
_i.e._, to change the form of athwartship sections.
(3) Strains incidental to propulsion by steam or sails.
(4) Strains affecting particular parts of a ship, or “local
strains”—tending to produce local damage or change of form
independently of changes in the structure considered as a whole.
To these might be added various other strains, which, however,
are of less practical importance, and are not felt in any
great degree—except in very special cases and under unusual
circumstances—apart from the strains which affect the structure
considered as a whole. The provisions made for the latter are,
under ordinary circumstances, sufficient to cover the demands of
the former, but particular cases may have to be provided for on
their merits, apart from the treatment generally applicable.
The manner of ascertaining the strength of a ship to resist
strains tending to produce longitudinal bending, is to compute
the effective sectional area of all the longitudinal items in the
structure which are brought under compressive or tensile strain,
and from this to calculate the strength in the same manner as for
a girder having an aggregate sectional area and a disposition of
material equivalent to that of the ship.
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