Comparing Figure 10 a, it is found that the E 0 and E c of fiber-reinforced concrete are smaller than those of ordinary concrete of the same grade; compared with LC20-0.05P, as strength grade increases, E 0 increases by 25.8% and 49.8%, and E c increases by 45.3% and 83.3%, while the difference between E 0 and E c showed a decreasing trend.
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Experimental Study on the Compressive Behavior of Fiber-Reinforced Ceramsite Concrete.
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