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Three strengthened with GFRP specimens, one flexural reference specimen designed in accordance to Regulation on Buildings Constructed in Disaster Areas rules, and one shear reinforcement insufficient reference specimen was tested.
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The specimens designed in this study can be classified into full-size specimens.
Parent material tests were performed on a number of different CT specimen designs in order to investigate the effects of side grooves on the shape of the crack front.
One flexural reference specimen designed according to the disaster regulation (Regulation on Buildings Constructed in Disaster Areas 2007), 1 shear deficient reference specimen with insufficient shear reinforcement, and 3 strengthened specimens with GFRP were designed.
The specimen is designed in accordance with the code provisions KRBDC (MCT 2005).
A specific specimen is designed in order to achieve a uniform strain field (and thus a uniform stress field).
Following up to previous investigations, a different type of specimen was designed in order to obtain a test procedure as efficient and reliable as possible.
By default, all other specimens were designed in the same manner as the Specimen BC, but each specimen was reinforced with different additional reinforcement, as follow.
The wall specimens are designed in accordance with the Korean Concrete Institute (KCI) design recommendations (2012).
All specimens were designed in accordance with Australian guidelines.
The specimens were designed in conformance with ACI 318-14 ACI ACI 352R-02.
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