In practice, there are a number of complicating factors that can make the relationship between NRM and TRM nonlinear and/or nonproportional to the ancient field.
Therefore, connectors must be designed for out-of-plane lateral force to ensure that masonry wall and TRM reinforcement layer work together properly.
Because the Shaw method uses only the high coercivity part of NRM and TRM, the anisotropy of the partial ARM of the corresponding coercivity window was used.
Here, based on the superior properties of TRM and the new bridge of 4-Mercaptophenylboronic acid (4-MPBA) for the high affinity of Ab2 and TRM, a strong and stable ECL emission was realized.
The tests include materials characterization, fiber-to-mortar bond characterization, tensile tests on TRM composite, and TRM-to-masonry bond characterization tests.
The retrofitting solutions consist in use of EBR-CFRP strips, combined EBR-CFRP strips with NSM-CFRP plates, textile reinforced mortar (TRM) using glass fibre grid, and TRM using carbon fibre grid.
Furthermore, TFP had the lowest leaves per plant at maturity (8.73), whereas the percentage of leaves per plant at maturity in TR, SLFP, SLNR and TRM was 20.9%, 27.4%, 33.1% and 60.1%, respectively, higher than in TFP.
The Tsunakawa-Shaw method employs a built-in anisotropy correction using ARMs: ARM0, ARM1, and ARM2 are imparted with their directions approximately parallel to the NRM, TRM1, and TRM2 directions, respectively, and measured along with the stepwise AF demagnetizations; ratios of ARM0/ARM1 and ARM1/ARM2 are used to correct TRM1 and TRM2 into TRM1* and TRM2*, respectively.
