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- W2808885237 abstract "This research was aimed to study the modulus of elasticity and tensile strain capacity of concrete. The parameter considered was water-cement ratio. The water-cement ratios were 0.35, 0.55, 0.65 and 0.75.Tensile strain capacity was investigated using flexural test method. The test results showed that the compressive strength of concrete is between 63.40 -497.45 ksc. The modulus of rupture of concrete is between 23.52 – 55.47 ksc and the tensile strain capacity is between 155 – 216 micron. The flexural strength is about 11 – 39 % of compressive strength. The investigation showed that the effect of water-cement ratio in the tested ranges was significant. The tensile strain capacity and modulus of rupture decreased with the increase of water-cement ratio." @default.
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- W2808885237 date "2018-01-18" @default.
- W2808885237 modified "2023-09-23" @default.
- W2808885237 title "Effect of Water-cement Ratio on Modulus of Rupture and Tensile Strain Capacity of Concrete" @default.
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