Engineering insights, code compliance guides, and technical articles on mechanical rebar splicing from Bosa Technology's engineering team.
A quick-reference guide covering metric bar sizes (6 mm to 50 mm), imperial sizes (#3 to #18), yield strengths for Grades 40 through 80, and the international standards that govern them. Includes guidance on how bar diameter influences the choice between lap splicing and mechanical couplers.
Lap splice lengths grow dramatically as bar diameter increases — a 40 mm bar can require over 2 metres of overlap. This guide provides reference tables for ACI 318 and AS 3600 lap lengths, explains the factors that increase them, and shows when mechanical couplers become the more practical and reliable solution.

Mechanical rebar couplers come in several distinct families — threaded, bolted, grout-filled, swaged, and positional — each engineered for different site conditions and performance requirements. This guide explains how each type works, its advantages and limitations, and the standards that govern its use.
ACI 318 classifies mechanical rebar splices into two categories — Type 1 and Type 2 — based on their strength requirements and permitted placement in seismic-resistant structures. Understanding this distinction is critical for specifying the right coupler for your project.
A coupler that passes a lab test is only as trustworthy as the sample that was tested. If the sample was hand-picked by the manufacturer rather than drawn at random from a production batch, the test certificate may tell you very little about the thousands of couplers actually installed in your structure.
AS 3600:2018 introduced Clause 13.2.6, establishing clear requirements for mechanical splices in Australian concrete structures. This article explains the clause, the ISO 15835 testing framework it references, and what engineers need to know when specifying couplers for Australian projects.
Lap splicing has been the default rebar connection method for decades, but mechanical couplers are increasingly specified on modern projects. This article compares the two methods across cost, structural performance, constructability, and code compliance to help engineers make an informed decision.