考虑个体差异的氯氧镁水泥混凝土涂层钢筋寿命预测
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王鹏辉,乔宏霞,冯琼,曹辉
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Life prediction of coated steel with individual difference in magnesium oxychloride cement concrete
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Peng-hui WANG,Hong-xia QIAO,Qiong FENG,Hui CAO
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表 4 涂层钢筋腐蚀电流密度 |
Tab.4 Corrosion current density of coated steel bar |
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x/d | J /(10−3 μA·cm−2) | A组 | B组 | C组 | 0 | 0.045 | 0.039 | 0.047 | 90 | 0.260 | 0.482 | 0.385 | 180 | 0.685 | 0.856 | 0.754 | 270 | 1.130 | 1.060 | 1.120 | 360 | 1.280 | 1.160 | 1.260 | 450 | 1.460 | 1.270 | 1.180 | 540 | 1.580 | 1.330 | 1.460 | 630 | 1.710 | 1.650 | 1.850 | 720 | 1.940 | 2.150 | 2.240 | 810 | 2.380 | 2.470 | 2.780 | 900 | 3.590 | 3.270 | 2.690 | 990 | 3.280 | 3.470 | 3.030 |
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