If the working stress in bearing in power driven rivets is 300 N/mm2 and a double riveted double cover butt joint is used to connect plates of 12 mm thick, then the strength of rivet in bearing is (Given: The nominal diameter of rivet = 22 mm)
This question asks us to calculate the bearing strength of a single power-driven rivet used in a double riveted double cover butt joint. Bearing strength is one of the critical failure modes for a riveted connection, occurring when the plate material crushes or tears around the rivet hole due to excessive pressure from the rivet.
For rivets with a nominal diameter of 25 mm or less, the gross diameter (or hole diameter), which is used in strength calculations, is taken as the nominal diameter plus 1.5 mm. This accounts for the hole clearance and the expansion of the rivet during driving.
Nominal diameter, \(d = 22\) mm
Gross diameter, \(D = d + 1.5 \, \text{mm} = 22 \, \text{mm} + 1.5 \, \text{mm} = 23.5 \, \text{mm}\)
In a double cover butt joint, the rivet bears against the main plate and against the two cover plates combined. The bearing strength is limited by the thinner of these sections. The effective thickness for bearing calculation is the minimum of the main plate thickness (\(t\)) and the sum of the thicknesses of the two cover plates (\(2t_c\)). However, the question only provides the main plate thickness (12 mm) and not the cover plate thickness. Assuming the cover plates are adequately thick (e.g., each cover plate is at least half the main plate thickness, making their combined thickness at least equal to the main plate thickness), the bearing on the main plate often governs. Therefore, we will use the main plate thickness as the effective thickness (\(t_{eff}\)) for the bearing calculation in this case.
Effective thickness for bearing, \(t_{eff} = 12\) mm
The bearing strength of a single rivet is calculated using the following formula:
$$ P_b = \sigma_b \times D \times t_{eff} $$
Where:
Substitute the known values into the formula:
\(P_b = 300 \, \text{N/mm}^2 \times 23.5 \, \text{mm} \times 12 \, \text{mm}\)
\(P_b = 300 \times 23.5 \times 12 \, \text{N}\)
\(P_b = 84600 \, \text{N}\)
To convert Newtons (N) to KiloNewtons (kN), divide by 1000:
\(P_b = \frac{84600}{1000} \, \text{kN}\)
\(P_b = 84.6 \, \text{kN}\)
Thus, the strength of the rivet in bearing is 84.6 kN.
Let's compare our calculated value with the given options:
Our calculated bearing strength of 84.6 kN matches Option 1.
| Parameter | Value | Unit |
|---|---|---|
| Nominal Diameter (d) | 22 | mm |
| Gross Diameter (D) | 23.5 | mm |
| Plate Thickness (t) | 12 | mm |
| Effective Thickness for Bearing (\(t_{eff}\)) | 12 | mm |
| Bearing Stress (\(\sigma_b\)) | 300 | N/mm<sup>2</sup> |
| Bearing Strength (\(P_b\)) | 84600 | N |
| Bearing Strength (\(P_b\)) | 84.6 | kN |
The calculation confirms that the bearing strength of a single rivet under the given conditions is 84.6 kN.
| Failure Mode | Description | Relevant Parameters | Formula for Single Rivet (or Plate) |
|---|---|---|---|
| Shearing of Rivet | Rivet shank shears off. Can be single shear or double shear. | Gross diameter (D), Permissible shear stress (\(\tau_v\)), Number of shear planes (n) | \(P_s = n \times \frac{\pi}{4}D^2 \times \tau_v\) |
| Bearing of Rivet/Plate | Crushing of plate or rivet material at contact surface. | Gross diameter (D), Plate thickness (t), Permissible bearing stress (\(\sigma_b\)) | \(P_b = D \times t \times \sigma_b\) |
| Tearing of Plate | Plate tears across a row of rivets. | Plate width (b), Hole diameter (D), Number of rivets in the row (n), Permissible tensile stress (\(\sigma_t\)) | \(P_t = (b - nD) \times t \times \sigma_t\) (for gross area) or considering net area and stress concentration. For a row: \((p - D) \times t \times \sigma_t\), where p is pitch. |
The strength of the joint per pitch length or the total strength of the joint is the minimum of the strengths considering all potential failure modes.
A double cover butt joint is a type of riveted or bolted connection used to join two plates end-to-end. The ends of the main plates are butted against each other, and cover plates are placed on both the top and bottom surfaces, spanning the joint. Rivets or bolts then pass through the cover plates and the main plates.
Understanding the type of joint and the method of riveting is crucial as it affects the permissible stresses and the calculation procedures according to relevant design codes (like IS 800 for steel structures in India).
The centre of adjacent rivets in the same row are separated by a distance known as: _____.
What will be the value of bolt hole diameter for 12 mm diameter bolt as per IS 800-2007?
Generally, the diameter of a rivet hole is made larger than the nominal diameter of the rivet by
The strength of a joint in a bolted connection is 620 kN. The size of plate is 180 mm width and 20 mm thick. If the yield strength of material of plate as 250 N/mm 2 and partial safety factor as 1.1, then the efficiency of the joint is ______.
According to IS 800 : 1984, maximum axial tension in shop rivets in MPa is ______.