A triaxial geogrid will be used to reinforce plain concrete beams of normal strength with both singular and double reinforcement. A three-point bending test will then be carried out on plain unreinforced concrete beams as well as on geogrid-reinforced concrete beams. These tests will have data on maximum load causing cracking, post-cracking maximum load and crack behaviour recorded. From these tests, a conclusion will be drawn on whether it is beneficial to use geogrids as concrete reinforcement for beams.