Examples of Bolt Failures
Fatigue Failure of a M16 Flanged Bolt
Failure of a M16 flanged fastener of strength grade 12.9.
This fastener failed as a result of fatigue failure. Following
a detailed investigation of the assembly, the torque specification
was too low. The torque specified was 180 Nm that resulted
in a preload of 71000 N. This preload was insufficient to
prevent the forces applied to the bolt opening the joint causing
high alternating stresses to be sustained by the bolt.
The problem was resolved by increasing the tightening torque
applied to the bolt so that a higher proportion of its yield
strength was used.
The strength of the fastener was not being utilised, reducing
the preload that the fastener was capable of providing. A tightening
torque of 300 Nm was subsequently specified that resulted in
a preload of 119000 N that was sufficient to sustain the forces
applied to the joint.
View
another example of a bolt failure
You may also be interested in an article
on fatigue failure:
Fatigue Failure
of Bolts
Published in the Fastener and
Fixing magazine in July 2004, this article provides
some background to the fatigue failure of bolts. it
used to be thought that metal fatigue was due, in some
way to the metallurgical nature of the material changing.
Somehow the metal got weaker, became tired (i.e. fatigued)
and failed prematurely when subjected to alternating
loading. For the last two hundred years it has been
a known problem and has been the cause of numerous product
failures including some involving the loss of life.
Nowadays, following a great deal of research, it is
known that fatigue is due to one or more cracks progressing
through a material.
The crack can start at some
existing defect, such as an inclusion in the metal,
or at point of high stress, such as a notch, and slowly
grow in length at each loading. It may take millions
of loadings and unloadings (known as load or stress
cycles) before the crack is actually detectable. As
the length of the crack increases, the material remaining
is placed under increasing stress because there is less
area to sustain the loading. When the crack actually
reaches a critical length it progresses all the way
through the material resulting in complete failure.In
the vast majority of applications, the most effective
way to ensure that the bolt is fatigue resistant is
to ensure that it is tightened sufficiently. |
 |