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The paper investigates two strengthening techniques for timber floors in historical masonry buildings.
The significant increase in hardness and yield stress after ECAP was discussed by two strengthening mechanisms.
The research has evaluated two strengthening schemes: adhesive-bonded passive plates and adhesive-bonded prestressed or active plates.
For the two strengthening configurations, with and without FRP strips, FE models developed with ADINA and ABAQUS were used to predict brittle failure through concrete.
Two strengthening fiber laminates were used: Glass fiber for the two lower tension reinforcing steel ratios and Carbon fiber for the higher tension reinforcing steel ratio.
Hence, these two strengthening parameters are strongly anti-correlated, which can be understood in terms of the Fermi level shift in the framework of free electron model.
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Thus the deck sections (one unstrengthened, and two strengthened using FRP composites) were subjected to routine traffic prior to removal and testing.
Comparison between the two strengthened columns, using angles 40 × 5 mm (CS1) and 40 × 6 mm (CS2), shows an increase of the loading capacity by about 17%%.
It underwent two strengthened phases.
1800 UTC (1 00 p.m. CDT) – Tropical Depression Two strengthened into Tropical Storm Bonnie.
0000 UTC (7:00 p.m. CDT June 25) – Tropical Depression Two strengthened into Tropical Storm Allison.
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