Correlation between results obtained from four-point bending tests (4PBT) and double punch tests (DPT) in concrete reinforced with hooked-end steel fibers
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DOI: 10.1016/j.engstruct.2021.112353
Abstract: Abstract Most building codes prescribe the performance of steel fiber reinforced concrete (SFRC) from beam test results and, therefore, correlation models are required to estimate beam performance from more simplified tests such as double punch… read more here.
Keywords: steel; steel fibers; double punch; strength ... See more keywords