The general practice, in case, the length of the stocked rebars is not enough for the full length of the elements, lapping is required to join the bar lengths’ together. Provision of required lap length to the bars is necessary which is ensuring the maximum transmission of the load stresses from one bar to another.
THE PROBLEM WITH LAPPING BARS:
In the highly loaded structures, and/ or the section size to be kept being smaller for architectural purposes, the reinforcement will be congested in that section. So, lapping the bar at this state, will generate more unwanted stresses to the element at the lapping locations.
So mechanical couplers are used to join the rebars eliminating the extra bar size added to the section and also which is reducing the effectiveness of the section.