碳纤维水泥砂浆是一种日益受到重视的新型复合材料。
Carbon fiber reinforced mortar is a composite material that is quite rapidly gaining importance due to its superior structural and functional properties.
研究了碳纤维水泥砂浆在干燥和潮湿状态下的电导率和电热温升。
The electrical conductivity and electro-thermal temperature rise of carbon fiber reinforced cement mortar under dry and wet conditions were studied separately.
粗骨料的引入使碳纤维混凝土力学和压敏性能较碳纤维水泥砂浆有较大的不同。
The mix proportion and the measurement method of the carbon-fiber reinforced concrete are introduced in this paper.
试验结果表明，随着碳纤维质量百分数的增加，水泥砂浆的抗压强度和劈裂抗拉强度都有不同程度的提高。
The experimental results show that the compressive strength and split tensile strength have different increases as the fiber volume fraction increases.
试验结果表明，随着碳纤维质量百分数的增加，水泥砂浆的抗压强度和劈裂抗拉强度都有不同程度的提高。
The experimental results show that the compressive strength and split tensile strength have different increases as the fiber volume fraction increases.
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