Advances in Civil Engineering / 2018 / Article / Tab 4

Research Article

Effects of Single and Hybrid Steel Fiber Lengths and Fiber Contents on the Mechanical Properties of High-Strength Fiber-Reinforced Concrete

Table 4

Test results of the compressive strength and elastic modulus .

MixtureBatchNumber of specimensFiber content (%)Compressive strength (MPa)Elastic modulus (MPa)

F20-S-L130132.0158.246,880
232.0188.445,894
362.0177.947,650
462.0175.549,212
552.0180.146,883
642.0185.547,781
742.0189.845,509
842.0188.546,294
942.0182.345,348
Mean180.747,016

F20-H132.0192.049,465
232.0192.043,883
342.0177.540,806
442.0183.545,009
542.0166.543,537
632.0185.744,267
Mean181.944,267

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