Bolted joints are one of the most common elements in construction and machine design. They consist of cap screws or studs that capture and join other parts, and are secured with the mating of screw threads.
There are two main types of bolted joint designs. In one method the bolt is tightened to a calculated torque, producing a clamp load. The joint will be designed such that the clamp load is never overcome by the forces acting on the joint (and therefore the joined parts see no relative motion).
The other type of bolted joint does not have a designed clamp load but relies on the shear strength of the bolt shaft. This may include clevis linkages, joints that can move, and joints that rely on locking mechanism (like lock washers, thread adhesives, and lock nuts).
When a cap screw is tightened it is stretched, and the parts that are captured are compressed. The result is a spring-like assembly. External forces are designed to act on the parts that have been compressed, and not on the cap screw.
The result is a non-intuitive distribution of strain; in this engineering model, as long as the forces acting on the compressed parts do not exceed the clamp load, the cap screw doesn't see any increased load. This model is only valid when the members under compression are much stiffer than the capscrew.
This is a simplified model. In reality the bolt will see a small fraction of the external load prior to it exceeding the clamp load, depending on the compressed parts' stiffness with respect to the hardware's stiffness.
The results of this type of joint design are;
In the case of the compressed member being less stiff than the hardware (soft, compressed gaskets for example) this analogy doesn't hold true. The load seen by the hardware is the preload plus the external load.
If an appropriate depth of threads are not available, or they are in a weaker material than the cap screw, then the clamp load (and torque) needs to be de-rated appropriately.
Threads are usually created on a thread rolling machine. They may also be cut with a lathe, tap or die. Rolled threads are about 40% stronger than cut threads.
If the hardware is Cadmium plated, or lubricated (or both) the torque is reduced by 15–25% to achieve the same clamp load. Specialty coatings exists that allow for a reduction of 50% in torque (compared to non-plated, non-lubricated hardware) to achieve the designed clamp load.
Torquing the bolt is notoriously inaccurate. Even with a calibrated Torque wrench large errors are caused by dirt, surface finish, lubrication, etc. The turn of the nut method is more accurate, but requires additional calculations and tests for each application.
There are more expensive tools for accurate torque setting, like ultrasonic meters, but they are out of reach of most shops.
| Bolt property class | Material | Proof strength | Tensile yield strength, min. | Tensile ultimate strength, min. | Bolt marking | Nut marking | Nut class |
|---|---|---|---|---|---|---|---|
| ISO, per ISO 898-1 | |||||||
| 5.8 | Low or med. carbon steel | 380 MPa | 420 MPa | 520 MPa | 5 | ||
| 8.8 | Med. carbon steel Q&T | 580 MPa | 640 MPa | 800 MPa | 8 | ||
| 10.9 | Alloy steel Q&T | 830 MPa | 940 MPa | 1040 MPa | 10 | ||
| SAE, per SAE J429 | |||||||
| 2 | Low or med. carbon steel | 55 ksi | 57 ksi | 74 ksi | 2 | ||
| 5 | Med. carbon steel Q&T | 85 ksi | 92 ksi | 120 ksi | 5 | ||
| 8 | Alloy steel Q&T | 120 ksi | 130 ksi | 150 ksi | 8 | ||
Over torquing will cause failure by damaging the threads and deforming the hardware, the failure might not occur until long afterwards. Under torquing can cause failures by allowing a joint to come loose. It may also allow the joint to flex and thus fail under fatigue.
Brinelling may occur with poor quality washers, leading to a loss of clamp load and failure of the joint.
Corrosion and exceeding the shear stress limit are other modes of failure.
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It uses material from the
"Bolted joint".
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