On
the
Probability of Ship Capsizing
M. A. Shama, B. Sc. Ph. D.)Summary
The variabilities of the main factors affectug the heelinq and righting moments are enined. ilecause of the random variation of these factors, the reserve of dynamical stability is
treated as a
stochast phenonrauon. The
mathe-matical model repr?sonting the random variation of the relevant parameters is assumed to follow the normal probability density function. This assumption is made because of lite absence of sufficient
statistical data and also to simplify the
subsequent calculations. The risk of
capsizing is calculated using the coef-ficients of variation and the results are presented graphically.
It is concluded that since the reserve o dynamical stability has a direct in-fluence on ship safety, its variability
should be carefully examined with
particular emphasis on the risk of
capsiz-ing.
rrtrod oction
Dynamical stability of ships is measur-ed by the area under the statical stability curve. The latter is normally obtained
from the cross curves of stability. Various methods are available for the
calculation of these curves [1, 2, 3, 41.
These methods, however, are based on the assumption that inertia forces and
hyd rodynarnic pressure are neglected.
Threfore, experimental and theoretical methods 15.61 are proposed to determine ship stab:ity among waves. The effects
of the hoqiri
and sagging conditions are indthter JI [7J. The effect of shipSpeOd is exar:ned in (8(.
Because of the random variation of the main parameters affecting the shape and area under the statical stability curve, thn characteristics of the latter should be treated as random variables.
Con-seq.uontly, the reserve of dynamical
stability should be associated with the risk of capsizing, since the external forces
acting ori a ship among waves are
ra'dom in nature.
In this
paper, the variability of the
mein parameters affecting the reserve of dynamical stability is discussed. Particular emphasis being placed on thecalcula-tion of the risk of capsizing. Because
)Assoc. Prof., Marine Engineering Dept., Fac, of
Eng., Basrah University, Iraq.
670 Schi! & Halen, SMM-Sonderausgabe, September 1976
of the lack at adequate statistical data to establish the mathematical niodel re-presenting the random variation of the relevant parameters associated with the reserve of dynamical stability, a normal probability function is assumed.
Dynamical stability
Dynamical stability is generally defined by the
work done by the
rightingmoment in incli'ìing a ship through an angle of heel E). It is, th'refore, equal
to the area under the statical stability
curve [9(, Henceo e
Mp = J Mr dO
= Î
J CZ dO,o o
(1.1)
where: MD =" dynamical sLability,
Mit righting moment,
ship displacement,
CZ = righting arm.
This definition, however, does not Lake into account inertia, hydrodynamic and
friction forces. The calculations are,
therefore, based on quasi-static
condi-tions. The errors inherent in this
assump-tion
has not yet been fully identified
(I 01.
Reserve of dynamical stability Io c'er to ensure adequate dynamical
stability, the following condition must be satisfied:
SD = MD - Mit > O
where
Sp reserve of dynamical stability, see fig. 1,
M11 =
work done by an
arbitraryheeling moment.
The angle of dynamical equilibrium, Od, is determined from the following condition, see fig. 1:
t1,l t1, a.'
l)ct University
of Technology JHyromethanics
Laboratorytjbrary
Mekelweg 2 - 2628 CD Deift The Netherlands °'-ne. 3115 78673 -Fax: 31 5 781836 ML) = Mii (2.2) The limiting value of a heeling mo-ment independent of the angle of heel Ocodld be determined as showit in
fig.1. In this case, the reserve of clyimamical stability vanishes.
Probability of capsizing
The probability of cdpizing, R, can
be calculated from the probability density function, p.d.f., of the reserve of dynamicalstability as follows: o R = P (SI) s O) = J p (S11) dSp,
00
(3.1) where p (SI)) = p.d.f. of Sp. The p.d.f.of Sp can be determined
from the p.d.f. of both MD and M, which could be determinen from tile nature oftheir variabilities.
Variables nl Mfl and 1D
Since M1 depends largely on tile wind and sea conditions, it can be treated as
a stochastic phenomenon. However, in the absence of sufficient statistical data, M11 may be assumed to follow the normal
p.d.f.; i.e.
(x_;i
2 a (4.1)
where:
and o
arethe mean and
variance of X, X = M11.
Since MD depends totally on the shape of the statical stability curve, its bility must be deduced from the varia-bilities of tile main factors affecting the stalical stability curve. These factors are:
initial stability, GM0, ii maximum righting arm, GZ,,,
11L angle of vanishing stalility,
O.
-
variability of GM0'l'ho variability of GM,, results freni the variabilities of KM,, and KG, since
GM0 KM0 - KG (4.2)
KG is a variable quantily given by
1 n KG ¿t,,, 'KG,, + .' Wt Z A
i=
(2.1) Px (x) -/i
2i'o,
Fig.i (4.3)However, the variability of KG
de-pends ort ship type and size. For cer-tain types of ships, such as oil tankers, KG may be treatcU as a deterministic quantity for the particular loadingcon-dition.
For other types
of ships, KG must be treated as a random variable.The variability of KM0 depends on ship size, form, geometry, sea condition, hull stiffness [II] and speed of vessel [81. On
a wave crest and in a following sea [71,
KM is seriously affected. Therefore, it is possible to treat KM as a random vari-a b le.
In the absence of sufficient statistical data on the variabilities of both KG and KM0, it may be sufficient to assume that they both follow the nonnal p.d.f. Since these two variables are statistically in-dependent random variables, GM0 also follows a normal p.d.i. [12] having the following prlicu1ars: GM0 =r KM0 - KG (4.4) 02
=o
±e
GM,, KM,) KG (4.5) where :=
mean value of X,(XGM0, KM,) ami KG) =
variance of X, (XGM, KM,) and KG)
It should be mentioned here that al-though GM, cannot he used alone as a general measure of ship stability, a posi-tive value must be maintained, and in-itial stability should be measured by the coefficient of stability, i.e. GM0. ii - variabilities of CZ,0, O.,.
The variabilities of GZ, and O result from:
a - accuracy of the method used
forcalculating the cross curves of sta-i) ility,
h - the inevitable trim associated with the different angles of heel,
e - the effect of waves,
d -- errors resulting from the presence, or absence, of watertight structures
above the muni deck,
e - errors
with the presence of appendages,f
treating the ship as a rigid body,
Fig. 2
the reserve of dynamical stability does not vary from - cc to + cc, Therefore, a trunc.ted p.d.f. should be used in cal-culating the risk of capsizing. The effect
of truncation could be taken into
ac-count as follows [12]:f(x)
=p(x)/E
(4.6)where (x) = truncated p.d.f., and
X0 X
E
f
Px (z) dx-
J p
(z) dx-
ce
(4.7) The range of variation is, therefore, given by
XL.<X<XU (4.8)
where X = any random variable, KG, KM, ... etc.
U and L stand for upper and lower respectively.
5. Risk et capsizing
In order to calculate the risk of cap-sizing, R, the p.d.f. of both M and M should be known apriori. For the
par-ticular case when both M and M
fol-low the normal p.d.f., Si) will also fol-low the normal p.d.f. by virtue of sta-tistical independence.The calculation of R could he greatly simplified by using the coefficients of variation of M0 and M11 as follows [13]:
u = °u and u =°M ¡M11 I) ii 1-fence, R is given by R =P (SI) 0)
-V 2 r where tw
-)/ 2 . +i
F= M0 / Mn> 1.0,SI) =
MDMH, see fig. 2,
w
Jexp.
cc
72, = 02)1 + 0\I
1) II H
M1) and = mean values of M11 and
M11 respectively,
= variance of x, (x = Mj, Mii and S0).
The standard deviations of MD and Mii could be approximately calculated es
follows:
(range of variation of z) / 6, = M11, M11.
The effect on R of variation of u, y
and F is slìow,i in figs. 3, 4. lt can be seen that when:u = 0.10, y
0.10 and F
= 1.4,l00
It is evident now that the risk of cap-sizing is greatly influenced by the shape of the statical stability curve. The latter is normally obtained frein the cross curves of stability. Therefore, improving the accuracy of calculating these curves cannot be overemphasised.
lt should he mentioned here that the
area under the statical stability curve
does not give a correct measure of dy-namical stability, asit does not take
into account such factors as inertia cud l)ydrodynamic forces, among several othr factors. However, the risk of capsizing
based on the arca under the
staticalstability curve could be used for quali-faUve measures as well as for comparing riifferent designs.
(5.2)
Schiff&Hafen. SMM-Sondcrausgabe, September 1976 371
here
L0 =
light ship displacement, KG0 = height of C.G. of o frombase line. lt could be de-termined by au inclining experiment,
W weight of item i,
Z = height of C.G. of W from
bose line,
n = total number of weight
items.
The carriage of deck cargoes, as well is the presence of partially filled tanks, 'ave a marked influence on the
varia-ility of KG.
g - neglecting
dynamic and hydro-dynamic effects,h - neglecting wind effects,
i - neglecting effect of ship speed,
j -
neglecting friction forces,k - the inaccuracy of calculating KG. However, because of the lack of ad-equate statistical data needed to estab-lish the matematical model representing the random variation of the relevant para-meters affecting MD, the latter is
as-sumed to follow the normal p.d.f. lt should be mentioned here that the variability of each parameter affecting
t2
dt 2
6. Concluding remarks
Although there are major assumptions used in this investigation, the following
IOdiO conclusions are generally valid:
I. The probability of ship capsizing is greatly influenced by the variabilities of initial stability and tIre shape of the statical stability curve.
2. Deficient initial stability has an ad-verse effect on initial and dynamical stability.
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872 Schiff & Hafen, SMM-Sonderausgabe, September 1976
Stability
criteria should be trealed
stochastically as the main parameters affecting ship capsizing are stochastic in nature.Much work is needed to determine
the effects of inertia, friction and
hydrodynamic forces on dynamical
stability.
Statistical data on the variabilities of the relevant parameters affecting the
reserve of dynamical stability are needed.
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7. Relerences
[Il M. A. Shama, "A method for co'iutating ship stability curves", Shipbuilding and Shipping
ACcord, August, 1968.
-2] M. A, Shama. "A Computer programme for
ship stability curves", Shiptruilding and Ship-ping Record, May, 1969.
1 31 K. Hoppe, "A method for the determination
ot cross curves of stability', Schiff & Halen.
Vol. 10, 1953.
1 4] C. Prohaska, "Influence of ship form on
transverse stability", RINA, Oct., 1951.
1 5] C. Boden and R. Hallidsy. "Computation of the transverse stability at a ship in a
long-itudirisi seaway", RINA, Jan.. 1964.
16] J. R. Psulling. "The transverse stability of
a ship in a longitudinal seaway", Journal of
Ship Research, March, 1961.
17] R. A. Norrby, '"Stability, problems of coastal
vessels". International Shpbuilding Progress,
Vol. It, No. 121, 1264.
1 81 A. M. Ferguson and J. F. C. Cann, "The effect of forward mnlion on the transverso stability of a displac'rnent vessel", LESS.,
Jan., 1970.
191 V. Semeyonov - T,'.'ri-Shsnsky, "Statics
and dynamics of t.h Ship", Peace
Pub-lishers, Moscow, U.S
[101 C. Kuo and Y. Odabasi, "Alternative
ap-proachea to ship and ocean vehicle
sta-bility criteria", The Nvsl Architect, July,
1974.
[ill M. A. Shama. "An investigation into ship
hull girder deflection", Bull of th Fac, of
Eng. Alexandria University, 1973.
P. L. Meyer. "Introductory probability and
statistical applications", Addison - Wesely,
Reading, Masschuselts, 1966.
t.1. A. Shams, "The risk of tosing stability",
Shipping World and Shipbuilder, Oct., 1075.
Drehzahlen bis zu 4500/min erforscht werden, Das umfassende
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