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The beams were tested using closed-loop Instron actuator with a capacity of 500 kN.
The experimental program includes seven (7) beams were tested using two-point loading system.
In this study, based on the RILEM (2007) and ACI 446 (2009) test methods, notched beams were tested using a three point bending frame.
The reinforced concrete beams were tested using an MTS (Material Testing System) closed loop servo-hydraulic machine with a dynamic actuator having a capacity of 1,000 kN.
In this regards, a total of 28 small-scale CFRP strengthened and non-strengthened reinforced concrete beams were tested using the three-point bending test method.
Out of the total of ten beams studied, eight beams were tested using the proposed splice sleeve in the splice region and two ones using continuous reinforcement as control specimens.
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To evaluate the efficacy of the poly-C encapsulation process, poly-C cantilever beam resonators were tested using a piezoelectric actuation and laser detection method before and after the poly-C packaging process.
In this study, ten simple-supported beam specimens are tested using the monotonic four-loading method (Fig. 2a).
In certain cases, structural components (beams and columns) are tested using computer programs to provide behavioral models.
Twenty-eight beams with six cross-sections has been tested using a three-point bending (TPB) test setup, which is designed according to the draft of a report developed by Joint ACI/ASCE 446 Technical Committee.
During its construction, the FSH was tested using particle beams many times and each test yielded an important result that contributed to the design of the instrument before being delivered in August 2010.
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