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Types of Riveted Joints

Riveted joints classified into two types

1. Lap joint, and 2. Butt joint.

1.  Lap Joint
A lap joint is that in which one plate overlaps the other and the  two plates are then riveted together.
2.  Butt Joint
A butt joint is that in which the main plates are kept in alignment butting (i.e. touching) each other and a cover plate (i.e. strap) is placed either on one side or on both sides of the main plates.

Further, types of joints as shown in below

1. Lap joints
        a) Single lap joint
        b) Double lap joint.
i) Chain riveting.
ii) Zig-zag riveting.
        c) Triple lap joint.
i) Chain riveting.
ii) Zig-zag riveting.

2. Butt joints
        a) Double strap butt joint.
i) Chain riveting.
                          ii) Zig-zag riveting.
        b) Triple strap butt joint.
               i) Chain riveting.
ii) Zig-zag riveting.


Important Terms Used in Riveted Joints:
The following terms in connection with the riveted joints are important from the subject point of view :
1. Pitch. It is the distance from the centre of one rivet to the centre of the next rivet It is usually denoted by p.
2. Back pitch. It is the perpendicular distance between the centre lines of the successive rows. It is usually denoted by Pb.
3. Diagonal pitch. It is the distance between the centres of the rivets in adjacent rows of zig-zag riveted joint. It is usually denoted by Pd.
4. Margin or marginal pitch. It is the distance between the centre of rivet hole to the nearest edge of the plate. It is usually denoted by m.

Caulking and Fullering:
In order to make the joints leak proof or fluid tight in pressure vessels like steam boilers, air receivers and tanks etc. a process known as caulking is employed. In this process, a narrow blunt tool called caulking tool, about 5 mm thick and 38 mm in breadth, is used. The edge of the tool is ground to an angle of 80°. The tool is moved after each blow along the edge of the plate, which is planed to a bevel of 75° to 80° to facilitate the forcing down of edge. It is seen that the tool burrs down the plate at A in
Fig. (a) forming a metal to metal joint.
In actual practice, both the edges at A and B are caulked. The head of the rivets as shown at C are also turned down with a caulking tool to make a joint steam tight. A great care is taken to prevent injury to the plate below the tool. A more satisfactory way of making the joints staunch is known as fullering which has largely superseded caulking. In this case, a fullering tool with a thickness at the end equal to that of the plate is used in such a way that the greatest pressure due to the blows occur near the joint, giving a clean finish, with less risk of damaging the plate. A fullering process is shown in Fig.

FAILURES OF A RIVETED JOINT
1. Tearing of the plate across a row of rivets.
2. Shearing of the rivets
3. Crushing of the plate or rivets
4. Tearing of the plate at an edge

1. Tearing of the plate across a row of rivets.
Due to the tensile stresses in the main plates, the main plate or cover plates may tear off across a row of rivets as shown in Fig. In such cases, we consider only one pitch length of the plate, since every rivet is responsible for that much length of the plate only.
The resistance offered by the plate against tearing is known as tearing resistance or tearing strength or tearing value of the plate.
Let       p = Pitch of the rivets,
d = Diameter of the rivet hole,
t = Thickness of the plate, and
σt = Permissible tensile stress for the plate material.
We know that tearing area per pitch length,
At = (p d ) t
Tearing resistance or pull required to tear off the plate per pitch length,
Pt = Att = (p d)tt
When the tearing resistance (Pt) is greater than the applied load (P) per pitch length, then this
type of failure will not occur.


2. Shearing of the rivets. The plates which are connected by the rivets exert tensile stress on the rivets, and if the rivets are unable to resist the stress, they are sheared off When the shearing resistance (Ps) is greater than the applied load (P) per pitch length, then this type of failure will occur.
3. Crushing of the plate or rivets. Sometimes, the rivets do not actually shear off under the tensile stress, but are crushed as shown in Fig. Due to this, the rivet hole becomes of an oval shape and hence the joint becomes loose. The failure of rivets in such a manner is also known as bearing failure. The area which resists this action is the projected area of the hole or rivet on diametral plane.
The resistance offered by a rivet to be crushed is known as crushing resistance or crushing strength or bearing value of the rivet.
Let       d = Diameter of the rivet hole,
t = Thickness of the plate,
σc = Safe permissible crushing stress for the rivet or plate material, and
n = Number of rivets per pitch length under crushing.
We know that crushing area per rivet (i.e. projected area per rivet),
Ac = d.t
Total crushing area = n.d.t
and crushing resistance or pull required to crush the rivet per pitch length,
Pc = n.d.tc
When the crushing resistance (Pc) is greater than the applied load (P) per pitch length, then this type of
failure will occur.
Note : The number of rivets under shear shall be equal to the number of rivets under crushing.

4. Tearing of the plate at an edge. A joint may fail due to tearing of the plate at an edge as shown in Fig. This can be avoided by keeping the margin, m = 1.5d, where d is the diameter of the rivet hole.

Efficiency of a Riveted Joint
The efficiency of a riveted joint is defined as the ratio of the strength of riveted joint to the strength of the un-riveted or solid plate.
We have already discussed that strength of the riveted joint
= Least of Pt , Ps and Pc
Strength of the un-riveted or solid plate per pitch length,

P = p × t × σt



Mechanical Engineering

Mechanical Engineering

1 comment:

  1. Rivets can be used for Attaching Fastening Wall, Ceiling Decorations, Hinges, Door Knobs, Drawer Pulls, Handles, Woodworking Applications,Industrial Applications.

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