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- W4280607277 abstract "In the present study, four set of full scale specimens have been cast to investigate the effects of handmade GFRP shear bands on punching behavior of single footings. To do so, the specimens’ reinforcement was designed so that the punching failure governed. Besides, two types of concrete mixture, i.e. normal concrete (NC) and self-compacting lightweight concrete (SCLC) were used. Five Linear Variable Differential Transformer (LVDT) sensors have been installed on each specimen to record settlement as well as deflections. Moreover, the amounts of strain of bars and shear bands, caused by loading, at the edge of baseplate and two-way shear critical section have been recorded by installing strain gauges. The results show that the use of GFRP shear bands results in the increase of cracking resistance, maximum tolerable deflection, and recorded peak loads. In addition, it led to an increase of failure time which could warn occupants before complete failure." @default.
- W4280607277 created "2022-05-22" @default.
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- W4280607277 date "2022-07-01" @default.
- W4280607277 modified "2023-10-03" @default.
- W4280607277 title "Enhancement of punching strength in GFRP reinforced single footings by means of handmade GFRP shear bands" @default.
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- W4280607277 doi "https://doi.org/10.1016/j.engstruct.2022.114349" @default.
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