Three-Column Specimen Sample Clauses

Three-Column Specimen. In order to create three identical columns (before strengthening), a three-column specimen was designed, as shown in Figure 3.1. Each column was designed as a 1/4- scale specimen of a prototype bridge column in Missouri. Figure 3.1. 3-D Rendering of the Three-Column Specimen Each column was 8 feet long and 10 inches in diameter; it was reinforced with 6 #3 deformed bars and #3 hoops every 6”. All reinforcement was Grade 60, and the reinforcement and detailing was designed based on the provisions of ACI 318-02 (2002). The specimen had a 12” thick footing and a 12” thick slab on top. The purpose of the three-column layout is such that the explosive charge may be suspended from the top of the specimen so as to induce an identical blast load on each of the three columns. The top slab was also balanced over the three columns so that very little end moment would be present on the columns before they were loaded by the blast pressure. Column 1 was the control specimen and had no strengthening. Column 2 was strengthened with one layer of carbon FRP for confinement, and Column 3 was strengthened with the FRP-VE system. Detailed drawings of the specimen design can be found in Figures A.1 – A.3 in Appendix A.1.
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