Advances in Civil Engineering / 2018 / Article / Tab 3

Research Article

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

Table 3

Test results of the compressive strength and elastic modulus .

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

F15-S-L130141.5188.245,930
241.5183.645,849
341.5193.046,924
441.5189.245,281
Mean188.545,996

F15-H(BFS)141.5169.248,334
251.5132.539,123
Mean148.843,217

F15-H131.5182.9
231.5179.9
331.5181.9
431.5177.8
531.5178.6
631.5186.1
Mean181.2

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