Bolted joints in particular can be a major source of concern for engineers. Frequently, assumptions are made to assess whether the joint is capable of sustaining the forces applied to it. Failure of a single bolted joint can have disastrous consequences for the reliability and safety of bolted connections, and this failure will occur to the bolt or joint as a result of any of the following five mechanism failures:
1.The bolt preload being insufficient to resist the applied forces.
2. Thread stripping of the internal or external threads.
3. Fatigue failure of the bolt.
4. The bolt being directly over loaded by the applied force
5. Excessive bearing stress under the nut face, bolt head or within the joint itself.
The majority of bolted joints rely on the clamp force which is generated by the torqueing or tensioning of bolts to sustain the forces which are applied.
The inclusion of a gasket in a joint to prevent leakage is only effective as long as there is sufficient clamp force generated by the bolts to allow effective sealing. With forces applied to the joint, the forces are transmitted by friction as a result of the clamp force generated by the bolts, leading to a secure bolted connection.
Thread stripping can be a problem in many designs where tapped holes are required in low tensile material. In general terms, thread stripping of both the internal and external threads must be avoided if a reliable design is to be achieved. If the bolt breaks on tightening, it is obvious that a replacement is required.
When a bolt is being tightened, two threads are mated together, which leads to the tightness of the bolt. When the two threads are mated together, a shear stress is applied across the threaded section. If this stress becomes too high, the section will shear. This is known as thread stripping.
Thread stripping internally strips parts of the internal thread itself and becomes embedded around the external thread.
This type of bolt thread stripping is very serious, and must never be allowed to occur. Its occurrence is a certain sign that there is something seriously wrong with the bolts. If it is observed, the bolting procedures must be re-examined and re-evaluated immediately. If it is allowed to persist, serious consequences may result because the bolts will not only sustain a preload, but external loadings may be transmitted directly to the bolts and cause joint failure.
Fatigue failures typically occur within a couple of threads, where the bolt engages into the internal thread. Failure is then reached due to the high stress gradient within the region.
Fatigue failures can be particularly hazardous because they often occur with no visible warning signs and the failure is often sudden. Fatigue failures are often unknowingly avoided in gasketed joints simply because the required crush for the gasket often dictates a torque or bolt tension that minimizes the risk of a fatigue failure. However, changing to a new gasket type later on which requires less crush may be the initial cause of bolt fatigue failure.
It is not unusual to assume that a bolt has failed due to overload when it has in fact failed from fatigue, which can also be a consequence of self-loosening.
Bolt overload is a result of the applied force being sufficiently high causing the bolt to fail due to overload. This is a direct result of the axial force being applied acting upon the bolted joint, which then causes the bolt fractures in the threaded area.
Bolts are typically made from high strength steels, which when fully tightened, exert high clamp force onto the joint. The area directly under the bolt head or nut face sustains the high bearing stress.
If a maximum stress limit for the joint material is exceeded, then deformation occurs over a period of time. This leads to the extension being lost in the bolt, resulting in the clamp force subsequently being reduced.
Bolts are considered to transfer force between the connected members, one of the ways bolts transfer force is called bearing.
The bearing method assumes that the bolt contacts the side of a hole and there is a compressive force between the bolt and the side of the hole. The magnitude of this compressive force is limited by the strength of the material to handle the force.
As we’ve learned the reliability and safety of bolted connections is paramount, it was with this problem in mind that HTL launched the bolting software packages, Joint Integrity Software: Bolt-Pro and Joint-Pro. These packages allow you to record and manage each bolted connection so that these problems don’t occur.
For more detailed information on why HTL’s Joint Integrity Solutions are essential, continue to: http://www.hiretorque.co.uk/why-use-bolting-software/
To discover how you can have complete flange management and leak testing activities at your fingertips by claiming your free 3 day trial of HTL’s Joint Integrity Software, simply contact us: email firstname.lastname@example.org or call +44 (0)1670 700 000.