英文校正の例 - 土木工学
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土木工学の英文校正例
原文
Flexural deflection of steel fiber reinforced concrete (SRC) is measured, in particular the fiber type, length and volume fraction, and matrix composition. Results proved that fiber content of 50 to 100 lb/cu is excellent for ductility in normal strength concrete. Fiber content must be increased to about 150 lb/cu for high strength concrete. 1.18 to 2.36 in. fiber length does not make a significant effect on toughness in hooked-end fibers.
英文校正
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The fFlexural deflection behavior of steel fiber reinforced concrete (SRC) is was measured. TheThis addition is a little closer to the meaning in the original language. The sentence was also a little too long to be clear; breaking it into two units helps to improve style and comprehension. variables investigated ,in particular the were fiber type, length and volume fraction, and matrix composition.
The results proved iProved is not correct here, as there was no hypothesis to be tested. Indicated seems much more appropriate.ndicated that a fiber content of in the range of 50 to 100 lb/cu is provides excellent for ductility in for normal-strength concrete., while fiber content must be increased to about 150 lb/ cu yd for high-strength concrete. A fiber length in the rangeThe translation here was slightly unnatural; this rewrite offers much better style.of 1.18 to 2.36 in. fiber length does not make a has no significant effect on toughness in for hooked-end fibers.
英文校正後
Deflections in the flexural behavior of steel fiber reinforced concrete (SRC) were measured. The variables investigated were fiber type, length and volume fraction, and matrix composition.
The results indicated that a fiber content in the range of 50 to 100 lb/cu yd provides excellent ductility for normal-strength concrete, while fiber content must be increased to about 150 lb/ cu yd for high-strength concrete. A fiber length in the range of 1.18 to 2.36 in. has no significant effect on toughness for hooked-end fibers.
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