TM 1-1520-240-BD
1-15. STRUCTURE DAMAGE MODES .
a.
Projectile Damage. The principal airframe
damage modes are defined in Table 1-1. The most
frequent damage is caused by ballistic projectiles. The
projectiles include solid penetrators such as:
AP and API rounds.
Various-size fragments from the HEI threat.
Larger metal fragments from bombs, missiles,
and artillery.
These projectiles travel at high velocity and may have
great mass. The kinetic energy allows them to
penetrate deeply into airframe structures, causing much
damage. Damage caused by these projectiles will be
complete penetration in the form of holes and section
losses. Ricochets cause spalls and gouges. The stress
of the impact may cause cracks. Solid projectiles and
fragments may also be imbedded in structures.
Petalling is a form of damage caused by projectiles
when they penetrate thin skins, causing the metal to tear
and deform.
b.
Blast
and
Overpressure
Damage.
HEI
explosive threats pose hazards in addition to projectile
damage. The explosive blast may prestress structures
causing
them
to
buckle,
cripple,
and
misalign.
Separation of joints and loss of mechanical fasteners
may also appear. When an explosion occurs within
enclosed sections of the airframe, it causes an
overpressure which may overstress structures and
produce structural deformation.
c.
Fire Damage. API and HEI incendiary threats
have a fire-starting capability if flammable materials are
present. Intense and prolonged heat may weaken and
damage structural materials. High temperatures reduce
the hardness of metals, reducing their strength and
stiffness. Metal may melt under extreme heat. Heat
damaged metals may yield and crack under the
continued stress of flying.
d.
Secondary Damage. All of the damage modes
described above are the direct result of combat. When
damage to the aircraft causes one or more structural
parts to become unserviceable, the remaining parts may
be overstressed and damaged as the aircraft continues
its flight. This secondary damage may be in the form of
cracks, crippling, or buckling and loss or damage to
mechanical fasteners. Secondary damage may happen
away from the site of the original battle damage. This
will depend on how the stress loads are redistributed in
the
structure
when
parts
are
removed
or
are
unserviceable.
SECTION IV. BATTLE-DAMAGE ASSESSMENT
1-16. DAMAGE ASSESSMENT PROCEDURES. In
peacetime, flight safety requires restoring damaged
structure to its original condition. Consideration is given
to
strength,
corrosion
protection,
and
cosmetic
appearance. Repairs are devised by the aircraft
engineering authority where expert advice is available
and times is not a critical factor. During combat,
damage will be quite different, as will the repairs. Time
will be of the essence, and the engineering authority and
advice will not be available. Sufficient strength to
maintain operational flying is the primary concern of the
assessment and repair. In some aircraft, extensive
damage may require little work; in others the smallest
crack could be catastrophic. When a damaged aircraft
is flown, it can be assumed that some structural strength
is still present. However, this does not necessarily
mean that there is sufficient strength remaining to carry
out the next sorties as additional weight of fuel and
armament must be considered. An assessor must bring
together the facts concerning the damage, the role the
aircraft has to fulfill, and the repairs necessary for the
aircraft to carry out its next sortie. Damage assessment
markings are shown in Figure 1-9.
a.
Use of Logic Trees. Simplified logic trees are
provided in each chapter of this manual to aid the
assessor.
b.
Figure 1-10 is an example of an overall
systematic check logic diagram that the assessor may
use during an aircraft battle damage inspection.
1-13