Babbage participated in a test of Beam, a device developed by Suitable Technologies.
After the first test of Beam-45°, inadequacies in the initial strengthening pattern consisting of failure in the unstrengthened zone, as shown in Figure 5a, were found.
A lot of research about asphalt mortar [2, 3, 4, 5, 6] has been done in terms of the standard Marshall test, immersion Marshall test, rutting test, and low-temperature bending test of beam specimens.
Therefore, this study presented a small-scale experimental method that can control and maintain the loading and support conditions in the lateral and torsional stability tests of beams.
In this study, 35 flexural tests of beams and slabs were carried out to experimentally determine the bond strength of spliced GFRP bars with no transverse reinforcement.
To show the effect of the beam depth on the shear strength of the test beams, the test results of beams of Group I were compared with their counterparts of Group II which had the same ρ and a v /d, as presented in Fig. 12.
Test results of beams with NSM CFRP bars of various unbounded lengths showed a decrease of the stiffness at the post-yield stage of the load deflection response in the partially bonded beams.
Open image in new window Fig. 10 Data from bending and shear tests of beam 2. Open image in new window Fig. 11 Data from bending and shear tests of beam 3. From the tables and graphs many comparisons can be made about the effect that epoxy injection had on the repairs.
The strengthening patterns for all tests of Beam-0°/90°/45° were the same, except that the fiber orientations for tests 1 and 2 were mirror image of each other, as shown in Figure 3a,b.
We report on the design, protoyping and testing of beam-based feedback systems for steering the beams into collision at the IP so as to maximise the luminosity performance of the colliders.
